Post on 29-Oct-2014
Doc. No : K5-00-E8-GS-001-I
Job No : 10107/BA096300/11-018-01
Rev. No : 5
ATTACHMENT-1SOIL BEARING CAPACITY FOR SHALLOW FOUNDATION
KALTIM – 5 PROJECT2500 MTPD AMMONIA & 3500 MTPD UREA PLANT
GENERAL DESIGN SPECIFICATION FOR CIVIL & STRUCTURE
Doc. No : K5-00-E8-GS-001-I
Job No : 10107/BA096300/11-018-01
Rev. No : 5
KALTIM – 5 PROJECT2500 MTPD AMMONIA & 3500 MTPD UREA PLANT
GENERAL DESIGN SPECIFICATION FOR CIVIL & STRUCTURE
Doc. No : K5-00-E8-GS-001-I
Job No : 10107/BA096300/11-018-01
Rev. No : 5
1 GENERAL
This page is prepared to explain Bearing Capacity of Shallow Foundation for Kaltim-5 Project 2500 MTPD Ammonia & 3500 MTPD Urea Plant of PT. Pupuk Kalimantan Timur Bontang, Kalimantan Timur, Indonesia
2 REFERENCE DOCUMENT
1. Soil Investigation for Kaltim 5 Project 2500 MTPD Ammonia and 3500 MTPD Urea Plant Bontang
2. Foundation Analysis and Design - Bowles (1997) 3. Principle of Foundation Engineering, Braja M Das
3 SOIL BEARING CAPACITY OF SHALLOW FOUNDATIONThe allowable bearing capacity of shallow foundation is based on the minimum ofa. The bearing capacity, which consider soil strengthb. Limiting the settlement of foundation
Bearing Capacity from SPTThe SPT is widely used to obtain the bearing capacity of soils directly. One of the earliest published relationships was that of Terzaghi and Peck (1967). This has been widely used,but an accumulation of field observations has shown these curves to be overly conservative.Meyerhof (1956, 1974) published equations for computing the allowable bearing capacity for a 25-mm settlement. These could be used to produce curves similar to those ofTerzaghi and Peck and thus were also very conservative. Considering the accumulation of field obser-vations and the stated opinions of the authors and others, this author adjusted the Meyerhof equations for an approximate 50 percent increase in allowable bearing capacity to obtain the following:
where Kd = 1 + 0.33(D/B) < 1.33 [as suggested by Meyerhof (1965)]
F factors as follows :
N55 N70SI Fps SI Fps
F1 0.05 2.5 0.04 2F2 0.08 4 0.06 3.2F3 0.3 1
same sameF4 1.2 4
The result of bearing capacity for each borehole is presented in section 4.0
KALTIM – 5 PROJECT2500 MTPD AMMONIA & 3500 MTPD UREA PLANT
GENERAL DESIGN SPECIFICATION FOR CIVIL & STRUCTURE
3. East Kalimantan, Indonesia.
qa = allowable bearing pressure for DH0 = 25-mm or 1-in. settlement, kPa or ksf
Doc. No : K5-00-E8-GS-001-I
Job No : 10107/BA096300/11-018-01
Rev. No : 5
KALTIM – 5 PROJECT2500 MTPD AMMONIA & 3500 MTPD UREA PLANT
GENERAL DESIGN SPECIFICATION FOR CIVIL & STRUCTURE
Foundation SettlementThe settlement of individual foundations due to consolidation of underlying clay soils will depend upon foundationsize, shape, depth and magnitude of the applied load. The proximity of adjacent foundation will influence the settlement experienced by foundation in a group.Computations were made to estimate settlements for square footings of various width (B) and length width ratios(L/B), for a range of applied net bearing pressures, which included beareng pressures, caused the dead loadplus operating live loads, but are less than the maximum allowable net bearing pressure. The foundation were assumed to be placed at depth of 1.0 m below plant elevation. For these analysis used long term consoliation afterTerzaghi and Elastic Settlement Based on The Theory of Elasticity.
The maximum allowable of settlement is 25.4 cm (1 inch).Total of settlement is calculated as follow :
Stot = Se + Sc
where :S tot = total settlement (m)Se = immediate settlement (m)Sc = consolidation settlement (m)
A. Elastic Settlement Based on The Theory of Elasticity
However, if the foundation shown in picture above is rigid, the immediate settlement will be modified andcan be expressed as
The formula : =
where :
= net applied pressure on the foundation
= Poisson's ration of soil
= average modulus of elasticity of the soil under the foundation, measured from z = 0 to aboutz = 4B
B' = B/2 for center of foundation= B for corner of foundation
Se qo (aB')
q0
ms
Es
1- ms2
Is If
Es
Doc. No : K5-00-E8-GS-001-I
Job No : 10107/BA096300/11-018-01
Rev. No : 5
KALTIM – 5 PROJECT2500 MTPD AMMONIA & 3500 MTPD UREA PLANT
GENERAL DESIGN SPECIFICATION FOR CIVIL & STRUCTURE
a = a factor that depends on the location on the foundation where settlement is being calculated
To calculate settlement at the center of the foundation, we useda = 4
m' = L/Band
Hn' =
(B/2)To calculate settlement at a corner of the foundation
a = 1m' = L/B
andH
n' =B
This graphic below used to determine If (depth factor = f (Df/B) ms and L/B)
Doc. No : K5-00-E8-GS-001-I
Job No : 10107/BA096300/11-018-01
Rev. No : 5
KALTIM – 5 PROJECT2500 MTPD AMMONIA & 3500 MTPD UREA PLANT
GENERAL DESIGN SPECIFICATION FOR CIVIL & STRUCTURE
where :
= Shape factor (Steinbrenner, 1934
= +
=1π
=n'2π
= m'ln
= ln
= lnm'
B. Consolidation settlement:Consolidation settlement or long term settlement is time dependent, and it occures in saturated clayey soils whenthey are subjected to increased load caused by foundation construction
Is
F1
1 - 2 msF2
1- ms
F1 (A0 + A1)
F2 tan-1 A2
A0
(1 + m'2 + 1) m'2 + n'2
m' (1+ m'2 + n'2 + 1
A1
(m' + m'2 + 1) 1 + n'2
m' (1+ m'2 + n'2 + 1
A2n' m'2 + n'2 + 1
Doc. No : K5-00-E8-GS-001-I
Job No : 10107/BA096300/11-018-01
Rev. No : 5
KALTIM – 5 PROJECT2500 MTPD AMMONIA & 3500 MTPD UREA PLANT
GENERAL DESIGN SPECIFICATION FOR CIVIL & STRUCTURE
a. If Po > Pc
where :Cc = Compression index e = Initial void ratioCr = Recompression index Po = Overburden pressureH = Layer thickness ∆P = Additional pressure from upper structures
* Reference : "Principle of Foundation Engineering", Braja M Das
The result of Allowable bearing capacity considering allowable settlement 1" (25.4 mm) for each borehole is presented in section 5.0
b. If Po < Pc and (Po + ΔP)< Pc
c. If Po < Pc and (Po + ΔP)> Pc
Sc=[Cc×H1+eo ] log [po+Δp
po ]
Sc=[Cr×H1+e ] log [po+Δp
po ]
Sc=[Cr×H1+e ] log [pc
po ]+[Cc×H1+e ] log [po+Δp
pc ]
Doc. No : K5-00-E8-GS-001-I
Job No : 10107/BA096300/11-018-01
Rev. No : 5
KALTIM – 5 PROJECT2500 MTPD AMMONIA & 3500 MTPD UREA PLANT
GENERAL DESIGN SPECIFICATION FOR CIVIL & STRUCTURE
4.0. ALLOWABLE BEARING CAPACITY OF SHALLOW FOUNDATION BASED ON SHEAR FAILURE
Safety Factor : 3
BOR BN
Kd quNO. (m) (kN/m2) (kN/m2) (t/m2)
NBL 13 1 4 1.33 0.05 0.08 0.30 1.20 106.40 35.47 3.552 4 1.17 0.05 0.08 0.30 1.20 77.04 25.68 2.573 4 1.11 0.05 0.08 0.30 1.20 67.15 22.38 2.244 4 1.08 0.05 0.08 0.30 1.20 62.55 20.85 2.08
Kedalaman Fondasi = 1.00 m
NBL 14 1 4 1.33 0.05 0.08 0.30 1.20 106.40 35.47 3.552 4 1.17 0.05 0.08 0.30 1.20 77.04 25.68 2.573 4 1.11 0.05 0.08 0.30 1.20 67.15 22.38 2.244 4 1.08 0.05 0.08 0.30 1.20 62.55 20.85 2.08
Kedalaman Fondasi = 1.00 m
BH 1 1 16 1.33 0.05 0.08 0.30 1.20 425.60 141.87 14.19OFFSITE 2 16 1.17 0.05 0.08 0.30 1.20 308.14 102.71 10.27
3 16 1.11 0.05 0.08 0.30 1.20 268.62 89.54 8.954 16 1.08 0.05 0.08 0.30 1.20 250.19 83.40 8.34
Kedalaman Fondasi = 1.00 m
BH 1 1 17 1.33 0.05 0.08 0.30 1.20 452.20 150.73 15.07OFFSITE 2 17 1.33 0.05 0.08 0.30 1.20 373.77 124.59 12.46
3 17 1.22 0.05 0.08 0.30 1.20 313.69 104.56 10.464 17 1.17 0.05 0.08 0.30 1.20 286.09 95.36 9.54
Kedalaman Fondasi = 2.00 m
BH 1 1 8 1.33 0.05 0.08 0.30 1.20 212.80 70.93 7.09OFFSITE 2 8 1.33 0.05 0.08 0.30 1.20 175.89 58.63 5.86
3 8 1.33 0.05 0.08 0.30 1.20 160.93 53.64 5.364 8 1.25 0.05 0.08 0.30 1.20 144.16 48.05 4.81
Kedalaman Fondasi = 3.00 m
BH 2 OFF 1 9 1.33 0.05 0.08 0.30 1.20 239.40 79.80 7.98OFFSITE 2 9 1.17 0.05 0.08 0.30 1.20 173.33 57.78 5.78
3 9 1.11 0.05 0.08 0.30 1.20 151.10 50.37 5.044 9 1.08 0.05 0.08 0.30 1.20 140.73 46.91 4.69
Kedalaman Fondasi = 1.00 m
BH 2 OFF 1 9 1.33 0.05 0.08 0.30 1.20 239.40 79.80 7.98OFFSITE 2 9 1.33 0.05 0.08 0.30 1.20 197.88 65.96 6.60
3 9 1.22 0.05 0.08 0.30 1.20 166.07 55.36 5.544 9 1.17 0.05 0.08 0.30 1.20 151.46 50.49 5.05
Kedalaman Fondasi = 2.00 m
BH 2 OFF 1 11 1.33 0.05 0.08 0.30 1.20 292.60 97.53 9.75
F1 F2 F3 F4 qa qa
4.0. ALLOWABLE BEARING CAPACITY OF SHALLOW FOUNDATION BASED ON SHEAR FAILURE
Safety Factor : 3
BOR BN
Kd quNO. (m) (kN/m2) (kN/m2) (t/m2)
F1 F2 F3 F4 qa qa
OFFSITE 2 11 1.33 0.05 0.08 0.30 1.20 241.85 80.62 8.063 11 1.33 0.05 0.08 0.30 1.20 221.28 73.76 7.38
4.0. ALLOWABLE BEARING CAPACITY OF SHALLOW FOUNDATION BASED ON SHEAR FAILURE
Safety Factor : 3
BOR BN
Kd quNO. (m) (kN/m2) (kN/m2) (t/m2)
F1 F2 F3 F4 qa qa
4 11 1.25 0.05 0.08 0.30 1.20 198.23 66.08 6.61
Kedalaman Fondasi = 3.00 m
BH 1 1 6 1.33 0.05 0.08 0.30 1.20 159.60 53.20 5.322 6 1.17 0.05 0.08 0.30 1.20 115.55 38.52 3.853 6 1.11 0.05 0.08 0.30 1.20 100.73 33.58 3.364 6 1.08 0.05 0.08 0.30 1.20 93.82 31.27 3.13
Kedalaman Fondasi = 1.00 m
BH 2 1 5 1.33 0.05 0.08 0.30 1.20 133.00 44.33 4.432 5 1.17 0.05 0.08 0.30 1.20 96.29 32.10 3.213 5 1.11 0.05 0.08 0.30 1.20 83.94 27.98 2.804 5 1.08 0.05 0.08 0.30 1.20 78.19 26.06 2.61
Kedalaman Fondasi = 1.00 m
BH-3 1 40 1.33 0.05 0.08 0.30 1.20 1064.00 354.67 35.472 40 1.17 0.05 0.08 0.30 1.20 770.36 256.79 25.683 40 1.11 0.05 0.08 0.30 1.20 671.55 223.85 22.384 40 1.08 0.05 0.08 0.30 1.20 625.48 208.49 20.85
Kedalaman Fondasi = 1.00 m
BH-4 1 36 1.33 0.05 0.08 0.30 1.20 957.60 319.20 31.922 36 1.17 0.05 0.08 0.30 1.20 693.32 231.11 23.113 36 1.11 0.05 0.08 0.30 1.20 604.40 201.47 20.154 36 1.08 0.05 0.08 0.30 1.20 562.93 187.64 18.76
Kedalaman Fondasi = 1.00 m
BH-5 1 5 1.33 0.05 0.08 0.30 1.20 133.00 44.33 4.432 5 1.17 0.05 0.08 0.30 1.20 96.29 32.10 3.213 5 1.11 0.05 0.08 0.30 1.20 83.94 27.98 2.804 5 1.08 0.05 0.08 0.30 1.20 78.19 26.06 2.61
Kedalaman Fondasi = 1.00 m
BH-6 1 3 1.33 0.05 0.08 0.30 1.20 79.80 26.60 2.662 3 1.17 0.05 0.08 0.30 1.20 57.78 19.26 1.933 3 1.11 0.05 0.08 0.30 1.20 50.37 16.79 1.684 3 1.08 0.05 0.08 0.30 1.20 46.91 15.64 1.56
Kedalaman Fondasi = 1.00 m
BOR BN
Kd quNO. (m) (kN/m2) (kN/m2)
BH-7 1 4 1.17 0.05 0.08 0.30 1.20 93.20 31.07 3.11
F1 F2 F3 F4 qa
4.0. ALLOWABLE BEARING CAPACITY OF SHALLOW FOUNDATION BASED ON SHEAR FAILURE
Safety Factor : 3
BOR BN
Kd quNO. (m) (kN/m2) (kN/m2) (t/m2)
F1 F2 F3 F4 qa qa
2 4 1.08 0.05 0.08 0.30 1.20 71.58 23.86 2.393 4 1.06 0.05 0.08 0.30 1.20 63.83 21.28 2.134 4 1.04 0.05 0.08 0.30 1.20 60.16 20.05 2.01
Kedalaman Fondasi = 0.50 m
BH-8 1 50 1.17 0.05 0.08 0.30 1.20 1165.00 388.33 38.832 50 1.08 0.05 0.08 0.30 1.20 894.75 298.25 29.833 50 1.06 0.05 0.08 0.30 1.20 797.84 265.95 26.594 50 1.04 0.05 0.08 0.30 1.20 752.06 250.69 25.07
Kedalaman Fondasi = 0.50 m
BH-9 1 9 1.17 0.05 0.08 0.30 1.20 209.70 69.90 6.992 9 1.08 0.05 0.08 0.30 1.20 161.06 53.69 5.373 9 1.06 0.05 0.08 0.30 1.20 143.61 47.87 4.794 9 1.04 0.05 0.08 0.30 1.20 135.37 45.12 4.51
Kedalaman Fondasi = 0.50 m
BH-10 1 9 1.17 0.05 0.08 0.30 1.20 209.70 69.90 6.992 9 1.08 0.05 0.08 0.30 1.20 161.06 53.69 5.373 9 1.06 0.05 0.08 0.30 1.20 143.61 47.87 4.794 9 1.04 0.05 0.08 0.30 1.20 135.37 45.12 4.51
Kedalaman Fondasi = 0.50 m
BH-11 1 9 1.33 0.05 0.08 0.30 1.20 239.40 79.80 7.982 9 1.33 0.05 0.08 0.30 1.20 197.88 65.96 6.603 9 1.22 0.05 0.08 0.30 1.20 166.07 55.36 5.544 9 1.17 0.05 0.08 0.30 1.20 151.46 50.49 5.05
Kedalaman Fondasi = 2.00 m
BH-12 1 5 1.33 0.05 0.08 0.30 1.20 133.00 44.33 4.432 5 1.33 0.05 0.08 0.30 1.20 109.93 36.64 3.663 5 1.22 0.05 0.08 0.30 1.20 92.26 30.75 3.084 5 1.17 0.05 0.08 0.30 1.20 84.14 28.05 2.80
Kedalaman Fondasi = 2.00 m
BOR BN
Kd quNO. (m) (kN/m2) (kN/m2)
BH-13 1 12 1.33 0.05 0.08 0.30 1.20 319.20 106.40 10.642 12 1.17 0.05 0.08 0.30 1.20 231.11 77.04 7.703 12 1.11 0.05 0.08 0.30 1.20 201.46 67.15 6.724 12 1.08 0.05 0.08 0.30 1.20 187.64 62.55 6.25
F1 F2 F3 F4 qa
4.0. ALLOWABLE BEARING CAPACITY OF SHALLOW FOUNDATION BASED ON SHEAR FAILURE
Safety Factor : 3
BOR BN
Kd quNO. (m) (kN/m2) (kN/m2) (t/m2)
F1 F2 F3 F4 qa qa
Kedalaman Fondasi = 1.00 m
BH-14 1 2 1.33 0.05 0.08 0.30 1.20 53.20 17.73 1.772 2 1.33 0.05 0.08 0.30 1.20 43.97 14.66 1.473 2 1.33 0.05 0.08 0.30 1.20 40.23 13.41 1.344 2 1.29 0.05 0.08 0.30 1.20 37.23 12.41 1.24
Kedalaman Fondasi = 3.50 m
BH-19 1 50 1.17 0.05 0.08 0.30 1.20 1165.00 388.33 38.832 50 1.08 0.05 0.08 0.30 1.20 894.75 298.25 29.833 50 1.06 0.05 0.08 0.30 1.20 797.84 265.95 26.594 50 1.04 0.05 0.08 0.30 1.20 752.06 250.69 25.07
Kedalaman Fondasi = 0.50 m
BH-20 1 4 1.17 0.05 0.08 0.30 1.20 93.20 31.07 3.112 4 1.08 0.05 0.08 0.30 1.20 71.58 23.86 2.393 4 1.06 0.05 0.08 0.30 1.20 63.83 21.28 2.134 4 1.04 0.05 0.08 0.30 1.20 60.16 20.05 2.01
Kedalaman Fondasi = 0.50 m
BH-21 1 7 1.17 0.05 0.08 0.30 1.20 163.10 54.37 5.442 7 1.08 0.05 0.08 0.30 1.20 125.27 41.76 4.183 7 1.06 0.05 0.08 0.30 1.20 111.70 37.23 3.724 7 1.04 0.05 0.08 0.30 1.20 105.29 35.10 3.51
Kedalaman Fondasi = 0.50 m
BH-22 1 3 1.17 0.05 0.08 0.30 1.20 69.90 23.30 2.333 3 1.06 0.05 0.08 0.30 1.20 47.87 15.96 1.605 3 1.03 0.05 0.08 0.30 1.20 43.53 14.51 1.457 3 1.02 0.05 0.08 0.30 1.20 41.74 13.91 1.39
Kedalaman Fondasi = 0.50 m
5.0. ALLOWABLE BEARING CAPACITY CONSIDERING MAXIMUM SETTLEMENT 1" (LONG TERM SETTLEMENT AFTER TERZAGHI)5.1. BOREHOLE BH - 1
= 1 m
= 1 m
= 54.4 kN OK
= 54.4Depth of Foundation (Df) = 1 m Location : BH-01
Depth (m)Soil Type
Thick Em
Eavg DsPI OCR Cc Cr
Sett
From To (m) (m)0.00 1.0 Medium Stiff Gravelly Clay 1 6 6030 0.3 8.3 40.02 4.151.00 3.0 Medium Stiff Clay 2 6 6030 0.3
0.3 16557
10 40.02 18.30 13.60 31.90 71.80 231.00 12.62 87.78 0.70 0.0700 0.58 0.02143.00 5.0 Medium Dense Sand 2 18 21600 0.25 8.2 - 36.50 3.40 39.90 - - - - - - - -5.00 6.5 Very Stiff Clay 1.45 18 24120 0.3 9.8 120.06 51.80 1.66 53.46 81.80 900.00 17.37 98.89 0.8000 0.0800 0.90 0.00086.45 8.0 Very Stiff Silt 1.55 23 30820 0.3 7.5 153.41 64.72 1.04 65.76 52.00 1116.00 17.24 86.60 0.7900 0.0790 1.24 0.00048.00 9.7 Very Stiff Silt 1.65 17 22780 0.3 10.1 113.39 78.87 0.70 79.57 51.80 900.00 11.41 65.56 0.50 0.0500 0.90 0.00029.65 13.2 Very Stiff Clay 3.55 16 21440 0.3 11.6 106.72 107.79 0.47 108.26 26.00 519.00 4.81 42.60 0.1900 0.0190 0.45 0.0001
13.20 16.5 Very Stiff Clay 3.25 21 28140 0.3 10.5 140.07 145.44 0.25 145.69 19.80 700.00 4.81 30.00 0.1800 0.0180 0.50 0.000016.45 18.5 Medium Dense Sand 2 28 33600 0.25 10.2 - 172.71 0.18 172.88 - - - - - - - -18.45 20.5 Very Stiff Clay 2 20 26800 0.3 10.7 133.40 193.61 0.16 193.77 22.00 159.00 0.82 38.00 0.19 0.0190 0.55 0.000120.45 23.5 Medium Dense to Dense Sand 3 34 40800 0.3 11.2 - 221.11 0.11 221.22 - - - - - - - -23.45 25.0 Very Stiff Clay 1.55 15 20100 0.3 14.7 100.05 249.30 0.09 249.39 38.52 1122.00 4.50 50.80 0.4700 0.0470 0.72 0.000025.00 31.0 Very Stiff Organic Clay 6 22 29480 0.3 10.6 146.74 292.49 0.07 292.56 46.80 1200.00 4.10 60.00 0.45 0.0450 0.70 0.000031.00 35.0 Very Stiff Clay 4 26 34840 0.3 11.2 173.42 346.69 0.05 346.74 41.80 1200.00 3.46 54.44 0.4000 0.0400 0.60 0.000035.00 37.0 Hard Clay 2 51 68340 0.25 11.4 340.17 380.49 0.04 380.53 21.80 1500.00 3.94 32.22 0.2000 0.0200 0.50 0.000037.00 38.0 Very Stiff Silt 1 27 36180 0.3 11.1 180.09 397.44 0.04 397.48 41.80 1200.00 3.02 54.44 0.4000 0.0400 0.55 0.000038.00 39.0 Medium Dense to Dense Sand 1 60 72000 0.3 12.2 - 409.09 0.04 409.13 - - - - - - - -39.00 40.5 Very Stiff Clay 1.45 27 36180 0.3 11.1 180.09 423.24 0.03 423.27 41.80 1200.00 2.84 54.44 0.4000 0.0400 0.55 0.0000
Settlement 23.0012 mm
ELASTIC SETTLEMENT 1.00
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc
wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Df/B =
Settlement location : centerH = 4.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.757655
0.757655
0.015386
0.482338
0.019589
Therefore : 0.494247
from graph
0.65Se = 0.001943 m
1.943348 mm
24.9446 mm
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
5.1. BOREHOLE BH - 1
= 2 m
= 2 m
= 114.2 kN OK
= 28.5
Depth of Foundation (Df) = 1 m Location : BH-01
Depth (m)Soil Type
Thick Em
Eavg DsPI OCR Cc Cr
Stt
From To (m) (m)0.00 1.0 Medium Stiff Gravelly Clay 1 6 6030 0.3 8.3 40.02 4.151.00 3.0 Medium Stiff Clay 2 6 6030 0.3
0.3 1655710 40.02 18.30 12.69 30.99 71.80 231.00 12.62 87.78 0.70 0.0700 0.58 0.0203
3.00 5.0 Medium Dense Sand 2 18 21600 0.25 8.2 - 36.50 4.57 41.07 - - - - - - - -5.00 6.5 Very Stiff Clay 1.45 18 24120 0.3 9.8 120.06 51.80 2.52 54.33 81.80 900.00 17.37 98.89 0.8000 0.0800 0.90 0.00136.45 8.0 Very Stiff Silt 1.55 23 30820 0.3 7.5 153.41 64.72 1.69 66.41 52.00 1116.00 17.24 86.60 0.7900 0.0790 1.24 0.00068.00 9.7 Very Stiff Silt 1.65 17 22780 0.3 10.1 113.39 78.87 1.18 80.05 51.80 900.00 11.41 65.56 0.50 0.0500 0.90 0.00039.65 13.2 Very Stiff Clay 3.55 16 21440 0.3 11.6 106.72 107.79 0.82 108.61 26.00 519.00 4.81 42.60 0.1900 0.0190 0.45 0.0002
13.20 16.5 Very Stiff Clay 3.25 21 28140 0.3 10.5 140.07 145.44 0.46 145.90 19.80 700.00 4.81 30.00 0.1800 0.0180 0.50 0.000116.45 18.5 Medium Dense Sand 2 28 33600 0.25 10.2 - 172.71 0.34 173.04 - - - - - - - -18.45 20.5 Very Stiff Clay 2 20 26800 0.3 10.7 133.40 193.61 0.30 193.91 22.00 159.00 0.82 38.00 0.19 0.0190 0.55 0.000220.45 23.5 Medium Dense to Dense Sand 3 34 40800 0.3 11.2 - 221.11 0.21 221.32 - - - - - - - -23.45 25.0 Very Stiff Clay 1.55 15 20100 0.3 14.7 100.05 249.30 0.18 249.48 38.52 1122.00 4.50 50.80 0.4700 0.0470 0.72 0.000025.00 31.0 Very Stiff Organic Clay 6 22 29480 0.3 10.6 146.74 292.49 0.14 292.63 46.80 1200.00 4.10 60.00 0.45 0.0450 0.70 0.000031.00 35.0 Very Stiff Clay 4 26 34840 0.3 11.2 173.42 346.69 0.10 346.79 41.80 1200.00 3.46 54.44 0.4000 0.0400 0.60 0.000035.00 37.0 Hard Clay 2 51 68340 0.25 11.4 340.17 380.49 0.08 380.57 21.80 1500.00 3.94 32.22 0.2000 0.0200 0.50 0.000037.00 38.0 Very Stiff Silt 1 27 36180 0.3 11.1 180.09 397.44 0.08 397.52 41.80 1200.00 3.02 54.44 0.4000 0.0400 0.55 0.000038.00 39.0 Medium Dense to Dense Sand 1 60 72000 0.3 12.2 - 409.09 0.07 409.16 - - - - - - - -39.00 40.5 Very Stiff Clay 1.45 27 36180 0.3 11.1 180.09 423.24 0.07 423.31 41.80 1200.00 2.84 54.44 0.4000 0.0400 0.55 0.0000
Settlement 22.8600 mm
ELASTIC SETTLEMENT 0.50
Settlement location : centerH = 8.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.757655
0.757655
0.015386
0.482338
0.019589
Therefore : 0.494247
from graph
0.65Se = 0.00204 m
2.039944 mm
24.9000 mm
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc
wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Df/B =
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
5.1. BOREHOLE BH - 1
= 5 m
= 5 m
= 380.2 kN OK
= 15.2
Depth of Foundation (Df) = 1 m Location : BH-01
Depth (m)Soil Type
Thick Em
Eavg DsPI OCR Cc Cr
Stt
From To (m) (m)0.00 1.0 Medium Stiff Gravelly Clay 1 6 6030 0.3 8.3 40.02 4.151.00 3.0 Medium Stiff Clay 2 6 6030 0.3
0.3 1655710 40.02 18.30 10.56 28.86 71.80 231.00 12.62 87.78 0.70 0.0700 0.58 0.0175
3.00 5.0 Medium Dense Sand 2 18 21600 0.25 8.2 - 36.50 5.94 42.44 - - - - - - - -5.00 6.5 Very Stiff Clay 1.45 18 24120 0.3 9.8 120.06 51.80 4.02 55.83 81.80 900.00 17.37 98.89 0.8000 0.0800 0.90 0.00206.45 8.0 Very Stiff Silt 1.55 23 30820 0.3 7.5 153.41 64.72 3.02 67.74 52.00 1116.00 17.24 86.60 0.7900 0.0790 1.24 0.00118.00 9.7 Very Stiff Silt 1.65 17 22780 0.3 10.1 113.39 78.87 2.31 81.18 51.80 900.00 11.41 65.56 0.50 0.0500 0.90 0.00059.65 13.2 Very Stiff Clay 3.55 16 21440 0.3 11.6 106.72 107.79 1.74 109.53 26.00 519.00 4.81 42.60 0.1900 0.0190 0.45 0.0003
13.20 16.5 Very Stiff Clay 3.25 21 28140 0.3 10.5 140.07 145.44 1.07 146.52 19.80 700.00 4.81 30.00 0.1800 0.0180 0.50 0.000116.45 18.5 Medium Dense Sand 2 28 33600 0.25 10.2 - 172.71 0.83 173.53 - - - - - - - -18.45 20.5 Very Stiff Clay 2 20 26800 0.3 10.7 133.40 193.61 0.76 194.36 22.00 159.00 0.82 38.00 0.19 0.0190 0.55 0.000420.45 23.5 Medium Dense to Dense Sand 3 34 40800 0.3 11.2 - 221.11 0.55 221.66 - - - - - - - -23.45 25.0 Very Stiff Clay 1.55 15 20100 0.3 14.7 100.05 249.30 0.48 249.77 38.52 1122.00 4.50 50.80 0.4700 0.0470 0.72 0.000025.00 31.0 Very Stiff Organic Clay 6 22 29480 0.3 10.6 146.74 292.49 0.37 292.86 46.80 1200.00 4.10 60.00 0.45 0.0450 0.70 0.000131.00 35.0 Very Stiff Clay 4 26 34840 0.3 11.2 173.42 346.69 0.28 346.97 41.80 1200.00 3.46 54.44 0.4000 0.0400 0.60 0.000035.00 37.0 Hard Clay 2 51 68340 0.25 11.4 340.17 380.49 0.24 380.73 21.80 1500.00 3.94 32.22 0.2000 0.0200 0.50 0.000037.00 38.0 Very Stiff Silt 1 27 36180 0.3 11.1 180.09 397.44 0.22 397.66 41.80 1200.00 3.02 54.44 0.4000 0.0400 0.55 0.000038.00 39.0 Medium Dense to Dense Sand 1 60 72000 0.3 12.2 - 409.09 0.21 409.30 - - - - - - - -39.00 40.5 Very Stiff Clay 1.45 27 36180 0.3 11.1 180.09 423.24 0.20 423.44 41.80 1200.00 2.84 54.44 0.4000 0.0400 0.55 0.0000
Settlement 22.1830 mm
ELASTIC SETTLEMENT 0.20
Settlement location : centerH = 20.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.757654708
0.757654708
0.015386436
0.482337968
0.019589073
Therefore : 0.494246524
from graph
0.65Se = 0.002716969 m
2.716969267 mm
24.9000 mm
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc
wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Df/B =
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
5.2. BOREHOLE BH - 2
= 2.9 m
= 2.9 m
= 170.0 kN OK
= 20.2 2.061257075
Depth of Foundation (Df) = 1 m Location : BH-02
Depth (m)Soil Type
Thick Em
Eavg DsPI OCR Cc Cr
Stt
From To (m) (m)0.00 1.0 Soft Clay 1 4 4020 0.35 8.3 26.68 4.151.00 4.0 Soft Clay 3 4 4020 0.35
0.3 108748.3 26.68 20.75 8.78 29.53 71.80 71.02 3.42 87.78 0.7000 0.0700 0.80 0.0178803
4.00 5.0 Medium Dense Sand 1 16 19200 0.25 10.2 - 13.40 4.15 17.55 - - - - - - - -5.00 7.4 Stiff Clay 2.35 12 16080 0.3 8.6 80.04 28.61 2.61 31.21 45.45 287.74 10.06 58.50 0.4000 0.0400 0.73 0.00205837.35 12.0 Stiff Silt 4.65 14 18760 0.3 8.7 93.38 58.94 1.27 60.21 51.80 309.55 5.25 65.56 0.5000 0.0500 1.20 0.0009776
12.00 19.5 Stiff Silt 7.5 13 17420 0.3 8.6 86.71 111.41 0.55 111.96 48.87 298.16 2.68 62.30 0.6400 0.0640 0.51 0.000674519.50 22.5 Hard Organic Clay 3 34 45560 0.25 11.4 226.78 160.77 0.52 161.28 15.66 1350.35 8.40 25.40 0.3000 0.0300 0.55 0.000081322.50 25.3 Very Stiff Clay 2.75 22 29480 0.3 10.6 146.74 192.44 0.26 192.70 28.44 681.79 3.54 39.60 0.2664 0.0266 0.62 0.000026125.25 31.0 Very Stiff Clay 5.7 21 28140 0.3 11.2 140.07 238.93 0.19 239.12 26.80 669.68 2.80 37.78 0.2500 0.0250 0.50 0.000032630.95 33.0 Dense Sand 2.05 36 43200 0.25 11.6 - 282.74 0.18 282.93 - - - - - - - -33.00 40.5 Dense Sand 7.45 38 45600 0.25 11.7 - 363.12 0.11 363.22 - - - - - - - -
Settlement 21.7308 mm
ELASTIC SETTLEMENT0.34
Settlement location : centerH = 11.60 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.75765471
0.75765471
0.01538644
0.48233797
0.01958907
Therefore : 0.49288766
from graph
0.65Se = 0.00310995 m
3.10995161 mm
24.8407 mm
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc
wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Df/B =
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
5.2. BOREHOLE BH - 2
= 2 m
= 2 m
= 113.8 kN OK
= 28.5Depth of Foundation (Df) = 1 m Location : BH-02
Depth (m)Soil Type
Thick Em
Eavg DsPI OCR Cc Cr
Stt
From To (m) (m)0.00 1.0 Soft Clay 1 4 4020 0.35 8.3 26.68 4.151.00 4.0 Soft Clay 3 4 4020 0.35
0.3 10874
8.3 26.68 20.75 9.29 30.04 71.80 71.02 3.42 87.78 0.7000 0.0700 0.80 0.01874804.00 5.0 Medium Dense Sand 1 16 19200 0.25 10.2 - 13.40 3.76 17.16 - - - - - - - -5.00 7.4 Stiff Clay 2.35 12 16080 0.3 8.6 80.04 28.61 2.21 30.82 45.45 287.74 10.06 58.50 0.4000 0.0400 0.73 0.00175687.35 12.0 Stiff Silt 4.65 14 18760 0.3 8.7 93.38 58.94 1.00 59.94 51.80 309.55 5.25 65.56 0.5000 0.0500 1.20 0.0007713
12.00 19.5 Stiff Silt 7.5 13 17420 0.3 8.6 86.71 111.41 0.41 111.82 48.87 298.16 2.68 62.30 0.6400 0.0640 0.51 0.000501819.50 22.5 Hard Organic Clay 3 34 45560 0.25 11.4 226.78 160.77 0.39 161.15 15.66 1350.35 8.40 25.40 0.3000 0.0300 0.55 0.000060522.50 25.3 Very Stiff Clay 2.75 22 29480 0.3 10.6 146.74 192.44 0.18 192.62 28.44 681.79 3.54 39.60 0.2664 0.0266 0.62 0.000018825.25 31.0 Very Stiff Clay 5.7 21 28140 0.3 11.2 140.07 238.93 0.13 239.07 26.80 669.68 2.80 37.78 0.2500 0.0250 0.50 0.000023230.95 33.0 Dense Sand 2.05 36 43200 0.25 11.6 - 282.74 0.13 282.87 - - - - - - - -33.00 40.5 Dense Sand 7.45 38 45600 0.25 11.7 - 363.12 0.07 363.19 - - - - - - - -
Settlement 21.8803 mm
ELASTIC SETTLEMENT SETTLEMENT 0.50
Settlement location : centerH = 8.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.757655
0.757655
0.015386
0.482338
0.019589
Therefore : 0.492888
from graph
0.65Se = 0.003019 m
3.019082 mm
24.8994 mm
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc
wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Df/B =
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
5.2. BOREHOLE BH - 2
= 5 m
= 5 m
= 331.4 kN OK
= 13.3Depth of Foundation (Df) = 1 m Location : BH-02
Depth (m)Soil Type
Thick Em
Eavg DsPI OCR Cc Cr
Sett
From To (m) (m)0.00 1.0 Soft Clay 1 4 4020 0.35 8.3 26.68 4.151.00 4.0 Soft Clay 3 4 4020 0.35
0.3 10874
8.3 26.68 20.75 7.84 28.59 71.80 71.02 3.42 87.78 0.7000 0.0700 0.80 0.01624664.00 5.0 Medium Dense Sand 1 16 19200 0.25 10.2 - 13.40 4.59 17.99 - - - - - - - -5.00 7.4 Stiff Clay 2.35 12 16080 0.3 8.6 80.04 28.61 3.20 31.81 45.45 287.74 10.06 58.50 0.4000 0.0400 0.73 0.00250317.35 12.0 Stiff Silt 4.65 14 18760 0.3 8.7 93.38 58.94 1.77 60.71 51.80 309.55 5.25 65.56 0.5000 0.0500 1.20 0.0013597
12.00 19.5 Stiff Silt 7.5 13 17420 0.3 8.6 86.71 111.41 0.85 112.26 48.87 298.16 2.68 62.30 0.6400 0.0640 0.51 0.001048819.50 22.5 Hard Organic Clay 3 34 45560 0.25 11.4 226.78 160.77 0.81 161.57 15.66 1350.35 8.40 25.40 0.3000 0.0300 0.55 0.000126522.50 25.3 Very Stiff Clay 2.75 22 29480 0.3 10.6 146.74 192.44 0.43 192.87 28.44 681.79 3.54 39.60 0.2664 0.0266 0.62 0.000043525.25 31.0 Very Stiff Clay 5.7 21 28140 0.3 11.2 140.07 238.93 0.32 239.26 26.80 669.68 2.80 37.78 0.2500 0.0250 0.50 0.000055530.95 33.0 Dense Sand 2.05 36 43200 0.25 11.6 - 282.74 0.31 283.06 - - - - - - - -33.00 40.5 Dense Sand 7.45 38 45600 0.25 11.7 - 363.12 0.19 363.30 - - - - - - - -
Settlement 21.3836 mm
ELASTIC SETTLEMENT SETTLEMENT 0.20
Settlement location : centerH = 20.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.7576547
0.7576547
0.0153864
0.482338
0.0195891
Therefore : 0.4928877
from graph
0.65Se = 0.0035164 m
3.5163722 mm
24.9000 mm
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc
wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Df/B =
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
5.3. BOREHOLE BH - 3
= 1 m
= 1 m
= 35.6 kN OK
= 35.6Depth of Foundation (Df) = 1 m Location : BH-03
Depth (m)Soil Type
Thick Em
Eavg DsPI OCR Cc Cr
Stt
From To (m) (m)0.00 1.0 Hard Clay 1 40 53600 0.25 11.7 266.80 5.851.00 2.0 Hard Clay 1 40 53600 0.25
0.4 10496
11.7 266.80 17.55 15.80 33.35 21.80 1399.35 79.74 32.22 0.20 0.0200 0.40 0.00402.00 3.0 Very Loose Sand 1 4 4800 0.2 5.2 - 26.00 5.69 31.69 - - - - - - - -3.00 8.0 Very Soft Clay 5.00 3 3015 0.4 5.9 20.01 43.35 1.18 44.53 101.00 41.37 0.95 163.33 1.3800 0.1380 3.32 0.01868.00 11.0 Very Stiff Organic Clay 3.00 24 32160 0.3 10.6 160.08 74.00 0.39 74.39 70.74 430.63 5.82 86.60 0.3000 0.0300 0.00 0.000211.00 13.5 Stiff Clay 2.5 10 13400 0.3 8.3 66.70 100.28 0.24 100.51 29.00 306.95 3.06 46.67 0.33 0.0330 0.63 0.000113.50 17.0 Very Stiff Clay 3.5 21 28140 0.3 10.1 140.07 128.33 0.19 128.51 25.00 691.70 5.39 42.60 0.3000 0.0300 0.73 0.000017.00 20.5 Very Stiff Organic Clay 3.45 22 29480 0.3 10.3 146.74 163.77 0.10 163.87 31.80 644.56 3.94 43.33 0.3000 0.0300 0.70 0.000020.45 22.0 Very Stiff Clay 1.55 17 22780 0.3 9.8 113.39 189.13 0.08 189.21 33.80 482.39 2.55 45.56 0.32 0.0320 0.75 0.000022.00 25.0 Very Stiff Clay 3 28 37520 0.3 10.8 186.76 212.92 0.07 212.99 22.00 975.76 4.58 38.00 0.25 0.0250 0.68 0.000025.00 33.0 Very Stiff Clay 8 28 37520 0.3 10.8 186.76 272.33 0.04 272.36 26.80 892.90 3.28 37.78 0.2500 0.0250 0.60 0.000033.00 35.7 Medium Dense Sand 2.7 36 43200 0.25 12.2 - 332.00 0.03 332.03 - - - 50.80 - - - -35.70 37.5 Very Stiff Clay 1.75 27 36180 0.35 10.7 180.09 357.83 0.03 357.85 26.80 861.02 2.41 37.78 0.25 0.0250 0.50 0.000037.45 40.5 Dense Sand 3 37 44400 0.25 12.2 - 385.49 0.02 385.51 - - - - - - - -
Settlement 22.8731 mm
ELASTIC SETTLEMENT SETTLEMENT 1.00
Settlement location : centerH = 4.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.757655
0.757655
0.015386
0.482338
0.019589
Therefore : 0.491379
from graph
0.68Se = 0.001986 m
1.986187 mm
24.8593 mm
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc
wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Df/B =
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
5.3. BOREHOLE BH - 3
= 2 m
= 2 m
= 54.7 kN OK
= 13.7
Depth of Foundation (Df) = 1 m Location : BH-03
Depth (m)Soil Type
Thick Em
Eavg DsPI OCR Cc Cr
Stt
From To (m) (m)0.00 1.0 Hard Clay 1 40 53600 0.25 11.7 266.80 5.851.00 2.0 Hard Clay 1 40 53600 0.25
0.4 1049611.7 266.80 17.55 8.76 26.31 21.80 1399.35 79.74 32.22 0.20 0.0200 0.40 0.0025
2.00 3.0 Very Loose Sand 1 4 4800 0.2 5.2 - 26.00 4.47 30.47 - - - - - - - -3.00 8.0 Very Soft Clay 5.00 3 3015 0.4 5.9 20.01 43.35 1.30 44.65 101.00 41.37 0.95 163.33 1.3800 0.1380 3.32 0.02048.00 11.0 Very Stiff Organic Clay 3.00 24 32160 0.3 10.6 160.08 74.00 0.50 74.50 70.74 430.63 5.82 86.60 0.3000 0.0300 0.00 0.0003
11.00 13.5 Stiff Clay 2.5 10 13400 0.3 8.3 66.70 100.28 0.31 100.59 29.00 306.95 3.06 46.67 0.33 0.0330 0.63 0.000113.50 17.0 Very Stiff Clay 3.5 21 28140 0.3 10.1 140.07 128.33 0.25 128.58 25.00 691.70 5.39 42.60 0.3000 0.0300 0.73 0.000117.00 20.5 Very Stiff Organic Clay 3.45 22 29480 0.3 10.3 146.74 163.77 0.14 163.91 31.80 644.56 3.94 43.33 0.3000 0.0300 0.70 0.000020.45 22.0 Very Stiff Clay 1.55 17 22780 0.3 9.8 113.39 189.13 0.11 189.24 33.80 482.39 2.55 45.56 0.32 0.0320 0.75 0.000022.00 25.0 Very Stiff Clay 3 28 37520 0.3 10.8 186.76 212.92 0.10 213.02 22.00 975.76 4.58 38.00 0.25 0.0250 0.68 0.000025.00 33.0 Very Stiff Clay 8 28 37520 0.3 10.8 186.76 272.33 0.06 272.38 26.80 892.90 3.28 37.78 0.2500 0.0250 0.60 0.000033.00 35.7 Medium Dense Sand 2.7 36 43200 0.25 12.2 - 332.00 0.04 332.04 - - - 50.80 - - - -35.70 37.5 Very Stiff Clay 1.75 27 36180 0.35 10.7 180.09 357.83 0.04 357.87 26.80 861.02 2.41 37.78 0.25 0.0250 0.50 0.000037.45 40.5 Dense Sand 3 37 44400 0.25 12.2 - 385.49 0.03 385.52 - - - - - - - -
Settlement 23.3709 mm
ELASTIC SETTLEMENT SETTLEMENT 0.50
Settlement location : centerH = 8.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.757654708
0.757654708
0.015386436
0.482337968
0.019589073
Therefore : 0.491379079
from graph
0.68Se = 0.001529013 m
1.529013148 mm
24.8999 mm
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc
wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Df/B =
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
5.3. BOREHOLE BH - 3
= 5 m
= 5 m
= 123.7 kN OK
= 4.9Depth of Foundation (Df) = 1 m Location : BH-03
Depth (m)Soil Type
Thick Em
Eavg DsPI OCR Cc Cr
Stt
From To (m) (m)0.00 1.0 Hard Clay 1 40 53600 0.25 11.7 266.80 5.851.00 2.0 Hard Clay 1 40 53600 0.25
0.4 10496
11.7 266.80 17.55 4.09 21.64 21.80 1399.35 79.74 32.22 0.20 0.0200 0.40 0.00132.00 3.0 Very Loose Sand 1 4 4800 0.2 5.2 - 26.00 2.93 28.93 - - - - - - - -3.00 8.0 Very Soft Clay 5.00 3 3015 0.4 5.9 20.01 43.35 1.37 44.72 101.00 41.37 0.95 163.33 1.3800 0.1380 3.32 0.02168.00 11.0 Very Stiff Organic Clay 3.00 24 32160 0.3 10.6 160.08 74.00 0.68 74.68 70.74 430.63 5.82 86.60 0.3000 0.0300 0.00 0.0004
11.00 13.5 Stiff Clay 2.5 10 13400 0.3 8.3 66.70 100.28 0.47 100.74 29.00 306.95 3.06 46.67 0.33 0.0330 0.63 0.000113.50 17.0 Very Stiff Clay 3.5 21 28140 0.3 10.1 140.07 128.33 0.39 128.72 25.00 691.70 5.39 42.60 0.3000 0.0300 0.73 0.000117.00 20.5 Very Stiff Organic Clay 3.45 22 29480 0.3 10.3 146.74 163.77 0.24 164.01 31.80 644.56 3.94 43.33 0.3000 0.0300 0.70 0.000020.45 22.0 Very Stiff Clay 1.55 17 22780 0.3 9.8 113.39 189.13 0.19 189.32 33.80 482.39 2.55 45.56 0.32 0.0320 0.75 0.000022.00 25.0 Very Stiff Clay 3 28 37520 0.3 10.8 186.76 212.92 0.17 213.10 22.00 975.76 4.58 38.00 0.25 0.0250 0.68 0.000025.00 33.0 Very Stiff Clay 8 28 37520 0.3 10.8 186.76 272.33 0.11 272.43 26.80 892.90 3.28 37.78 0.2500 0.0250 0.60 0.000033.00 35.7 Medium Dense Sand 2.7 36 43200 0.25 12.2 - 332.00 0.08 332.08 - - - 50.80 - - - -35.70 37.5 Very Stiff Clay 1.75 27 36180 0.35 10.7 180.09 357.83 0.08 357.90 26.80 861.02 2.41 37.78 0.25 0.0250 0.50 0.000037.45 40.5 Dense Sand 3 37 44400 0.25 12.2 - 385.49 0.07 385.56 - - - - - - - -
Settlement 23.5179 mm
ELASTIC SETTLEMENT SETTLEMENT 0.20
Settlement location : centerH = 20.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.757654708
0.757654708
0.015386436
0.482337968
0.019589073
Therefore : 0.491379079
from graph
0.68Se = 0.001381901 m
1.381900882 mm
24.8998 mm
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc
wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Df/B =
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
5.4. BOREHOLE BH - 4
= 1 m
= 1 m
= 105.5 kN OK
= 105.5
Depth of Foundation (Df) = 1 m Location : BH-04
Depth (m)Soil Type
Thick Em
Eavg DsPI OCR Cc Cr
Stt
From To (m) (m)0.00 1.0 Very Stiff to Hard Clay 1 36 48240 0.25 11.4 240.12 5.701.00 3.0 Gravelly Sand 1.95 53 63600 0.25
0.3 1421012.2 - 23.30 27.04 50.34 - - - - - - - -
2.95 9.0 Very Soft Organic Clay 6.05 2 2010 0.4 7.5 13.34 57.88 2.95 60.83 47.00 31.00 0.54 87.80 0.39 0.0390 1.59 0.01979.00 11.5 Medium Stiff Clay 2.45 5 5025 0.3 8.3 33.35 90.73 1.01 91.74 62.00 526.00 5.80 97.80 1.1800 0.1180 1.63 0.0005
11.45 19.0 Stiff to Very Stiff Clay 7.55 14 18760 0.3 9 93.38 134.88 0.46 135.33 26.00 348.00 2.58 46.00 0.2600 0.0260 0.62 0.000219.00 22.5 Very Stiff Clay 3.5 17 22780 0.3 9 113.39 184.60 0.24 184.84 25.00 592.00 3.21 45.00 0.24 0.0240 0.60 0.000022.50 24.0 Very Stiff Clay 1.5 27 36180 0.3 10.6 180.09 208.30 0.23 208.53 16.80 1046.06 5.02 26.67 0.1500 0.0150 0.60 0.000024.00 25.0 Very Stiff Clay 0.95 17 22780 0.3 9 113.39 220.53 0.18 220.70 23.00 582.00 2.64 43.20 0.1900 0.0190 0.59 0.000024.95 27.0 Hard Organic Clay 2.05 80 107200 0.25 11.4 533.60 236.48 0.16 236.64 11.80 3472.60 14.68 21.11 0.10 0.0100 0.40 0.000027.00 38.0 Very Stiff Clay 11 22 29480 0.3 9.8 146.74 302.07 0.11 302.18 36.00 426.00 1.41 57.80 0.27 0.0270 0.67 0.000038.00 40.5 Hard Organic Clay 2.45 80 107200 0.25 11.4 533.60 369.94 0.08 370.01 11.80 3472.60 9.39 21.11 0.1000 0.0100 0.30 0.0000
Settlement 20.4775 mm
ELASTIC SETTLEMENT SETTLEMENT 1.00
Settlement location : centerH = 4.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.7576547
0.7576547
0.0153864
0.482338
0.0195891
Therefore : 0.4914455
from graph
0.65Se = 0.0041662 m
4.1661634 mm
24.6436 mm
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc
wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Df/B =
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
5.4. BOREHOLE BH - 4
= 2 m
= 2 m
= 152.9 kN OK
= 38.2
Depth of Foundation (Df) = 1 m Location : BH-04
Depth (m)Soil Type
Thick Em
Eavg DsPI OCR Cc Cr
Stt
From To (m) (m)0.00 1.0 Very Stiff to Hard Clay 1 36 48240 0.25 11.4 240.12 5.701.00 3.0 Gravelly Sand 1.95 53 63600 0.25
0.3 1421012.2 - 23.30 17.28 40.57 - - - - - - - -
2.95 9.0 Very Soft Organic Clay 6.05 2 2010 0.4 7.5 13.34 57.88 3.14 61.02 47.00 31.00 0.54 87.80 0.39 0.0390 1.59 0.02099.00 11.5 Medium Stiff Clay 2.45 5 5025 0.3 8.3 33.35 90.73 1.21 91.95 62.00 526.00 5.80 97.80 1.1800 0.1180 1.63 0.0006
11.45 19.0 Stiff to Very Stiff Clay 7.55 14 18760 0.3 9 93.38 134.88 0.58 135.46 26.00 348.00 2.58 46.00 0.2600 0.0260 0.62 0.000219.00 22.5 Very Stiff Clay 3.5 17 22780 0.3 9 113.39 184.60 0.32 184.92 25.00 592.00 3.21 45.00 0.24 0.0240 0.60 0.000022.50 24.0 Very Stiff Clay 1.5 27 36180 0.3 10.6 180.09 208.30 0.31 208.61 16.80 1046.06 5.02 26.67 0.1500 0.0150 0.60 0.000024.00 25.0 Very Stiff Clay 0.95 17 22780 0.3 9 113.39 220.53 0.24 220.76 23.00 582.00 2.64 43.20 0.1900 0.0190 0.59 0.000024.95 27.0 Hard Organic Clay 2.05 80 107200 0.25 11.4 533.60 236.48 0.21 236.70 11.80 3472.60 14.68 21.11 0.10 0.0100 0.40 0.000027.00 38.0 Very Stiff Clay 11 22 29480 0.3 9.8 146.74 302.07 0.15 302.22 36.00 426.00 1.41 57.80 0.27 0.0270 0.67 0.000038.00 40.5 Hard Organic Clay 2.45 80 107200 0.25 11.4 533.60 369.94 0.11 370.04 11.80 3472.60 9.39 21.11 0.1000 0.0100 0.30 0.0000
Settlement 21.8804 mm
ELASTIC SETTLEMENT SETTLEMENT 0.50
Settlement location : centerH = 8.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.7576547
0.7576547
0.0153864
0.482338
0.0195891
Therefore : 0.4914455
from graph
0.65Se = 0.0030196 m
3.0195776 mm
24.9000 mm
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc
wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Df/B =
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
5.4. BOREHOLE BH - 4
= 5 m
= 5 m
= 315.4 kN OK
= 12.6Depth of Foundation (Df) = 1 m Location : BH-04
Depth (m)Soil Type
Thick Em
Eavg DsPI OCR Cc Cr
Stt
From To (m) (m)0.00 1.0 Very Stiff to Hard Clay 1 36 48240 0.25 11.4 240.12 5.701.00 3.0 Gravelly Sand 1.95 53 63600 0.25
0.3 14210
12.2 - 23.30 8.84 32.13 - - - - - - - -2.95 9.0 Very Soft Organic Clay 6.05 2 2010 0.4 7.5 13.34 57.88 3.17 61.05 47.00 31.00 0.54 87.80 0.39 0.0390 1.59 0.02119.00 11.5 Medium Stiff Clay 2.45 5 5025 0.3 8.3 33.35 90.73 1.56 92.29 62.00 526.00 5.80 97.80 1.1800 0.1180 1.63 0.0008
11.45 19.0 Stiff to Very Stiff Clay 7.55 14 18760 0.3 9 93.38 134.88 0.85 135.73 26.00 348.00 2.58 46.00 0.2600 0.0260 0.62 0.000319.00 22.5 Very Stiff Clay 3.5 17 22780 0.3 9 113.39 184.60 0.51 185.11 25.00 592.00 3.21 45.00 0.24 0.0240 0.60 0.000122.50 24.0 Very Stiff Clay 1.5 27 36180 0.3 10.6 180.09 208.30 0.49 208.79 16.80 1046.06 5.02 26.67 0.1500 0.0150 0.60 0.000024.00 25.0 Very Stiff Clay 0.95 17 22780 0.3 9 113.39 220.53 0.39 220.91 23.00 582.00 2.64 43.20 0.1900 0.0190 0.59 0.000024.95 27.0 Hard Organic Clay 2.05 80 107200 0.25 11.4 533.60 236.48 0.35 236.84 11.80 3472.60 14.68 21.11 0.10 0.0100 0.40 0.000027.00 38.0 Very Stiff Clay 11 22 29480 0.3 9.8 146.74 302.07 0.25 302.32 36.00 426.00 1.41 57.80 0.27 0.0270 0.67 0.000138.00 40.5 Hard Organic Clay 2.45 80 107200 0.25 11.4 533.60 369.94 0.19 370.12 11.80 3472.60 9.39 21.11 0.1000 0.0100 0.30 0.0000
Settlement 22.4081 mm
ELASTIC SETTLEMENT SETTLEMENT 0.20
Settlement location : centerH = 20.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.7576547
0.7576547
0.0153864
0.482338
0.0195891
Therefore : 0.4914455
from graph
0.65Se = 0.0024918 m
2.4918093 mm
24.8999 mm
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc
wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Df/B =
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
5.5. BOREHOLE BH - 5
= 1 m
= 1 m
= 305.2 kN OK
= 305.2Depth of Foundation (Df) = 1 m Location : BH-05
Depth (m)Soil Type
Thick Em
Eavg DsPI OCR Cc Cr
Stt
From To (m) (m)0.00 1.0 Soft Clay 1 5 5025 0.35 7.5 33.35 3.751.00 2.0 Loose Sand 1 5 6000 0.3
0.3 19257
6.2 - 10.60 135.63 146.23 - - - - - - - -2.00 7.0 Stiff Clay 5.00 13 17420 0.3 8.7 86.71 35.45 15.07 50.52 34.00 367.73 10.37 41.11 0.2800 0.0280 0.63 0.01327.00 8.0 Hard Cemented Clay 0.95 32 42880 0.2 10.6 213.44 62.24 5.46 67.70 16.80 1239.78 19.92 26.67 0.1500 0.0150 0.40 0.00047.95 9.5 Very Stiff Clay 1.5 19 25460 0.3 9 126.73 74.02 4.03 78.05 21.80 664.69 8.98 32.22 0.2000 0.0200 0.50 0.00059.45 12.0 Hard Cemented Clay 2.55 37 49580 0.25 11.1 - 94.92 2.65 97.58 14.80 - - 24.44 0.1300 0.0130 0.45 0.0003
12.00 17.0 Very Stiff Clay 4.95 15 20100 0.3 8.9 100.05 131.10 1.85 132.95 23.00 512.81 3.91 54.44 0.4000 0.0400 0.59 0.000816.95 21.5 Very Stiff Clay 4.55 17 22780 0.3 9 113.39 173.61 0.83 174.43 65.80 320.80 1.85 81.11 0.6400 0.0640 1.21 0.000321.50 23.0 Medium Dense Sand 1.5 24 28800 0.25 10.2 - 201.73 0.62 202.35 - - - - - - - -23.00 34.0 Very Stiff Clay 10.95 21 28140 0.3 9.5 140.07 261.39 0.37 261.76 46.80 494.67 1.89 60.00 0.4500 0.0450 0.70 0.000233.95 40.5 Hard Organic Clay 6.5 32 42880 0.25 10.6 213.44 347.86 0.23 348.09 21.80 1119.48 3.22 32.22 0.2000 0.0200 0.40 0.0000
Settlement 15.5560 mm
ELASTIC SETTLEMENT SETTLEMENT 1.00
Settlement location : centerH = 4.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.75765471
0.75765471
0.01538644
0.48233797
0.01958907
Therefore : 0.49406772
from graph
0.65Se = 0.00934391 m
9.3439054 mm
24.8999 mm
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc
wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Df/B =
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
5.5. BOREHOLE BH - 5
= 2 m
= 2 m
= 494.3 kN OK
= 123.6
Depth of Foundation (Df) = 1 m Location : BH-05
Depth (m)Soil Type
Thick Em
Eavg DsPI OCR Cc Cr
Stt
From To (m) (m)0.00 1.0 Soft Clay 1 5 5025 0.35 7.5 33.35 3.751.00 2.0 Loose Sand 1 5 6000 0.3
0.3 19257
6.2 - 10.60 79.09 89.69 - - - - - - - -2.00 7.0 Stiff Clay 5.00 13 17420 0.3 8.7 86.71 35.45 16.34 51.79 34.00 367.73 10.37 41.11 0.2800 0.0280 0.63 0.01417.00 8.0 Hard Cemented Clay 0.95 32 42880 0.2 10.6 213.44 62.24 6.88 69.12 16.80 1239.78 19.92 26.67 0.1500 0.0150 0.40 0.00057.95 9.5 Very Stiff Clay 1.5 19 25460 0.3 9 126.73 74.02 5.25 79.27 21.80 664.69 8.98 32.22 0.2000 0.0200 0.50 0.00069.45 12.0 Hard Cemented Clay 2.55 37 49580 0.25 11.1 - 94.92 3.60 98.52 14.80 - - 24.44 0.1300 0.0130 0.45 0.0004
12.00 17.0 Very Stiff Clay 4.95 15 20100 0.3 8.9 100.05 131.10 2.58 133.68 23.00 512.81 3.91 54.44 0.4000 0.0400 0.59 0.001116.95 21.5 Very Stiff Clay 4.55 17 22780 0.3 9 113.39 173.61 1.21 174.81 65.80 320.80 1.85 81.11 0.6400 0.0640 1.21 0.000421.50 23.0 Medium Dense Sand 1.5 24 28800 0.25 10.2 - 201.73 0.91 202.64 - - - - - - - -23.00 34.0 Very Stiff Clay 10.95 21 28140 0.3 9.5 140.07 261.39 0.56 261.96 46.80 494.67 1.89 60.00 0.4500 0.0450 0.70 0.000333.95 40.5 Hard Organic Clay 6.5 32 42880 0.25 10.6 213.44 347.86 0.36 348.21 21.80 1119.48 3.22 32.22 0.2000 0.0200 0.40 0.0000
Settlement 17.3320 mm
ELASTIC SETTLEMENT SETTLEMENT 0.50
Settlement location : centerH = 8.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.757654708
0.757654708
0.015386436
0.482337968
0.019589073
Therefore : 0.494067716
from graph
0.65Se = 0.00756797 m
7.567969669 mm
24.9000 mm
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc
wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Df/B =
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
5.5. BOREHOLE BH - 5
= 5 m
= 5 m
= 1108.8 kN OK
= 44.4
Depth of Foundation (Df) = 1 m Location : BH-05
Depth (m)Soil Type
Thick Em
Eavg DsPI OCR Cc Cr
Stt
From To (m) (m)0.00 1.0 Soft Clay 1 5 5025 0.35 7.5 33.35 3.751.00 2.0 Loose Sand 1 5 6000 0.3
0.3 19257
6.2 - 10.60 36.65 47.25 - - - - - - - -2.00 7.0 Stiff Clay 5.00 13 17420 0.3 8.7 86.71 35.45 15.35 50.80 34.00 367.73 10.37 41.11 0.2800 0.0280 0.63 0.01347.00 8.0 Hard Cemented Clay 0.95 32 42880 0.2 10.6 213.44 62.24 8.42 70.66 16.80 1239.78 19.92 26.67 0.1500 0.0150 0.40 0.00067.95 9.5 Very Stiff Clay 1.5 19 25460 0.3 9 126.73 74.02 6.87 80.89 21.80 664.69 8.98 32.22 0.2000 0.0200 0.50 0.00089.45 12.0 Hard Cemented Clay 2.55 37 49580 0.25 11.1 - 94.92 5.11 100.04 14.80 - - 24.44 0.1300 0.0130 0.45 0.0005
12.00 17.0 Very Stiff Clay 4.95 15 20100 0.3 8.9 100.05 131.10 3.90 135.00 23.00 512.81 3.91 54.44 0.4000 0.0400 0.59 0.001616.95 21.5 Very Stiff Clay 4.55 17 22780 0.3 9 113.39 173.61 2.06 175.66 65.80 320.80 1.85 81.11 0.6400 0.0640 1.21 0.000721.50 23.0 Medium Dense Sand 1.5 24 28800 0.25 10.2 - 201.73 1.61 203.34 - - - - - - - -23.00 34.0 Very Stiff Clay 10.95 21 28140 0.3 9.5 140.07 261.39 1.04 262.43 46.80 494.67 1.89 60.00 0.4500 0.0450 0.70 0.000533.95 40.5 Hard Organic Clay 6.5 32 42880 0.25 10.6 213.44 347.86 0.69 348.55 21.80 1119.48 3.22 32.22 0.2000 0.0200 0.40 0.0001
Settlement 18.1099 mm
ELASTIC SETTLEMENT SETTLEMENT 0.20
Settlement location : centerH = 20.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.757654708
0.757654708
0.015386436
0.482337968
0.019589073
Therefore : 0.494067716
from graph
0.65Se = 0.006790061 m
6.790061254 mm
24.9000 mm
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc
wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Df/B =
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
5.6. BOREHOLE BH - 6
= 1 m
= 1 m
= 105.7 kN OK
= 105.7
Depth of Foundation (Df) = 1 m Location : BH-06
Depth (m)Soil Type
Thick Em
Eavg DsPI OCR Cc Cr
Stt
From To (m) (m)0.00 1.0 Very Soft Clay 1 3 3015 0.4 7.5 20.01 3.751.00 2.1 Very Soft Clay 1.1 3 3015 0.4
0.3 22040
7.5 20.01 11.63 43.98 55.60 26.80 95.67 8.23 37.78 0.25 0.0250 0.70 0.01102.10 5.0 Dense Sand 2.9 31 37200 0.25 11.2 - 31.99 8.38 40.37 - - - - 0.00 - - -5.00 6.2 Very Soft Clay 1.15 2 2010 0.4 6.7 13.34 52.08 3.40 55.48 38.16 53.11 1.02 50.40 0.2300 0.0230 0.67 0.00436.15 10.2 Very Soft Clay 4.05 3 3015 0.4 7.5 20.01 71.12 1.58 72.70 47.07 70.42 0.99 60.30 0.2500 0.0250 1.48 0.0039
10.20 13.2 Soft Clay 3 4 4020 0.35 9 26.68 99.81 0.77 100.58 52.20 88.01 0.88 66.00 0.30 0.0300 1.65 0.001113.20 16.0 Soft Clay 2.8 4 4020 0.35 9 26.68 125.91 0.65 126.56 31.14 118.46 0.94 42.60 0.3500 0.0350 1.30 0.001016.00 20.0 Medium Stiff Clay 4 6 8040 0.3 8.3 40.02 155.11 0.33 155.44 45.00 144.74 0.93 58.00 0.4400 0.0440 1.13 0.000820.00 21.2 Stiff Clay 1.2 18 24120 0.3 9.8 120.06 177.59 0.25 177.84 11.80 781.34 4.40 21.11 0.10 0.0100 0.70 0.000021.20 24.2 Hard Clay 3 35 46900 0.25 12.2 233.45 201.77 0.21 201.98 24.12 1171.68 5.81 34.80 0.08 0.0080 0.51 0.000024.20 38.0 Very Stiff Clay 13.8 25 33500 0.3 10.6 166.75 293.21 0.09 293.30 11.80 1085.19 3.70 21.11 0.1000 0.0100 0.20 0.000038.00 40.5 Hard Clay 2.45 36 48240 0.25 12.2 240.12 381.30 0.07 381.36 38.52 950.88 2.49 50.80 0.0500 0.0050 0.10 0.0000
Settlement 22.1141 mm
ELASTIC SETTLEMENT SETTLEMENT 1.00
Settlement location : centerH = 4.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.757655
0.757655
0.015386
0.482338
0.019589
Therefore : 0.492897
from graph
0.65Se = 0.002766 m
2.765985 mm
24.8800 mm
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc
wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Df/B =
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
5.6. BOREHOLE BH - 6
= 2 m
= 2 m
= 173.5 kN OK
= 43.4
Depth of Foundation (Df) = 1 m Location : BH-06
Depth (m)Soil Type
Thick Em
Eavg DsPI OCR Cc Cr
Stt
From To (m) (m)0.00 1.0 Very Soft Clay 1 3 3015 0.4 7.5 20.01 3.751.00 2.1 Very Soft Clay 1.1 3 3015 0.4
0.3 220407.5 20.01 11.63 26.69 38.31 26.80 95.67 8.23 37.78 0.25 0.0250 0.70 0.0084
2.10 5.0 Dense Sand 2.9 31 37200 0.25 11.2 - 31.99 8.38 40.37 - - - - 0.00 - - -5.00 6.2 Very Soft Clay 1.15 2 2010 0.4 6.7 13.34 52.08 4.01 56.10 38.16 53.11 1.02 50.40 0.2300 0.0230 0.67 0.00516.15 10.2 Very Soft Clay 4.05 3 3015 0.4 7.5 20.01 71.12 2.06 73.18 47.07 70.42 0.99 60.30 0.2500 0.0250 1.48 0.0051
10.20 13.2 Soft Clay 3 4 4020 0.35 9 26.68 99.81 1.08 100.89 52.20 88.01 0.88 66.00 0.30 0.0300 1.65 0.001613.20 16.0 Soft Clay 2.8 4 4020 0.35 9 26.68 125.91 0.92 126.83 31.14 118.46 0.94 42.60 0.3500 0.0350 1.30 0.001316.00 20.0 Medium Stiff Clay 4 6 8040 0.3 8.3 40.02 155.11 0.48 155.59 45.00 144.74 0.93 58.00 0.4400 0.0440 1.13 0.001120.00 21.2 Stiff Clay 1.2 18 24120 0.3 9.8 120.06 177.59 0.37 177.96 11.80 781.34 4.40 21.11 0.10 0.0100 0.70 0.000021.20 24.2 Hard Clay 3 35 46900 0.25 12.2 233.45 201.77 0.31 202.08 24.12 1171.68 5.81 34.80 0.08 0.0080 0.51 0.000024.20 38.0 Very Stiff Clay 13.8 25 33500 0.3 10.6 166.75 293.21 0.14 293.35 11.80 1085.19 3.70 21.11 0.1000 0.0100 0.20 0.000038.00 40.5 Hard Clay 2.45 36 48240 0.25 12.2 240.12 381.30 0.11 381.40 38.52 950.88 2.49 50.80 0.0500 0.0050 0.10 0.0000
Settlement 22.6287 mm
ELASTIC SETTLEMENT SETTLEMENT 0.50
Settlement location : centerH = 8.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.757654708
0.757654708
0.015386436
0.482337968
0.019589073
Therefore : 0.492896618
from graph
0.65Se = 0.002271326 m
2.271326016 mm
24.9000 mm
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc
wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Df/B =
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
5.6. BOREHOLE BH - 6
= 5 m
= 5 m
= 382.7 kN OK
= 15.3Depth of Foundation (Df) = 1 m Location : BH-06
Depth (m)Soil Type
Thick Em
Eavg DsPI OCR Cc Cr
Stt
From To (m) (m)0.00 1.0 Very Soft Clay 1 3 3015 0.4 7.5 20.01 3.751.00 2.1 Very Soft Clay 1.1 3 3015 0.4
0.3 22040
7.5 20.01 11.63 12.42 24.05 26.80 95.67 8.23 37.78 0.25 0.0250 0.70 0.00512.10 5.0 Dense Sand 2.9 31 37200 0.25 11.2 - 31.99 6.71 38.70 - - - - 0.00 - - -5.00 6.2 Very Soft Clay 1.15 2 2010 0.4 6.7 13.34 52.08 4.17 56.26 38.16 53.11 1.02 50.40 0.2300 0.0230 0.67 0.00536.15 10.2 Very Soft Clay 4.05 3 3015 0.4 7.5 20.01 71.12 2.58 73.70 47.07 70.42 0.99 60.30 0.2500 0.0250 1.48 0.0063
10.20 13.2 Soft Clay 3 4 4020 0.35 9 26.68 99.81 1.55 101.36 52.20 88.01 0.88 66.00 0.30 0.0300 1.65 0.002313.20 16.0 Soft Clay 2.8 4 4020 0.35 9 26.68 125.91 1.36 127.27 31.14 118.46 0.94 42.60 0.3500 0.0350 1.30 0.002016.00 20.0 Medium Stiff Clay 4 6 8040 0.3 8.3 40.02 155.11 0.79 155.90 45.00 144.74 0.93 58.00 0.4400 0.0440 1.13 0.001820.00 21.2 Stiff Clay 1.2 18 24120 0.3 9.8 120.06 177.59 0.63 178.22 11.80 781.34 4.40 21.11 0.10 0.0100 0.70 0.000021.20 24.2 Hard Clay 3 35 46900 0.25 12.2 233.45 201.77 0.54 202.31 24.12 1171.68 5.81 34.80 0.08 0.0080 0.51 0.000024.20 38.0 Very Stiff Clay 13.8 25 33500 0.3 10.6 166.75 293.21 0.27 293.48 11.80 1085.19 3.70 21.11 0.1000 0.0100 0.20 0.000038.00 40.5 Hard Clay 2.45 36 48240 0.25 12.2 240.12 381.30 0.20 381.50 38.52 950.88 2.49 50.80 0.0500 0.0050 0.10 0.0000
Settlement 22.8966 mm
ELASTIC SETTLEMENT SETTLEMENT 0.20
Settlement location : centerH = 20.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.757654708
0.757654708
0.015386436
0.482337968
0.019589073
Therefore : 0.492896618
from graph
0.65Se = 0.002003406 m
2.003405703 mm
24.9000 mm
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc
wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Df/B =
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
5.7. BOREHOLE BH - 7
= 1 m
= 1 m
= 108.2 kN OK
= 108.2Depth of Foundation (Df) = 1 m Location : BH-07
Depth (m)Soil Type
Thick Em
Eavg DsPI OCR Cc Cr
Stt
From To (m) (m)0.00 1.3 Soft Clay 1.25 4 4020 0.4 8.3 26.68 5.19 0.901.25 3.8 Dense Gravelly Sand 2.55 40 48000 0.25
0.3 28906
10 - 23.13 20.91 44.04 - - - - - - - -3.80 5.0 Soft Clay 1.2 4 4020 0.4 8.2 26.68 40.80 6.28 47.08 91.80 59.33 1.45 110.00 0.90 0.0675 2.00 0.00175.00 5.7 Very Soft Organic Clay 0.70 2 2010 0.4 9.8 13.34 49.15 4.16 53.31 67.40 37.12 0.76 134.44 1.1200 0.1120 2.96 0.00705.70 9.5 Very Soft Organic Clay 3.80 2 2010 0.4 7.5 13.34 66.83 2.00 68.83 52.00 44.11 0.66 86.60 1.1200 0.1120 2.96 0.01389.50 10.7 Medium Stiff Clay 1.2 6 6030 0.35 10.1 40.02 87.13 1.12 88.25 14.10 246.78 2.83 20.00 0.09 0.0090 0.49 0.0000
10.70 13.5 Stiff Clay 2.8 8 8040 0.35 11.6 53.36 109.43 0.79 110.22 26.00 258.78 2.36 42.60 0.0800 0.0080 0.40 0.000013.50 14.0 Stiff Clay 0.5 15 20100 0.33 10.5 100.05 128.30 0.59 128.89 21.80 524.76 4.09 32.22 0.2000 0.0200 0.35 0.000014.00 15.7 Sand 1.7 36 43200 0.3 10.2 - 139.59 0.51 140.10 - - - - - - - -15.70 17.0 Hard Clay 1.3 42 56280 0.25 10.7 280.14 155.22 0.46 155.68 33.50 1197.44 7.71 38.00 0.43 0.0430 0.94 0.000017.00 18.0 Moderately Strong to strong claystone 1 42 56280 0.25 11.2 280.14 167.77 0.37 168.14 41.80 1058.49 6.31 54.44 0.4000 0.0722 0.94 0.000018.00 22.0 Very Stiff Clay 4 25 33500 0.3 14.7 166.75 202.78 0.28 203.05 38.52 660.33 3.26 50.80 0.3000 0.0300 0.60 0.000022.00 23.0 Very Stiff Clay 1 20 26800 0.3 10.6 133.40 237.48 0.22 237.69 27.90 625.62 2.63 38.89 0.26 0.0260 0.65 0.000023.00 26.5 Very Stiff Clay 3.45 23 30820 0.3 11.2 153.41 262.10 0.18 262.28 26.80 733.46 2.80 37.78 0.2500 0.0250 0.61 0.000026.45 27.5 Dense Sand 1.05 33 39600 0.28 11.4 - 287.40 0.15 287.55 - - - - - - - -27.50 30.0 Very Stiff Clay 2.5 27 36180 0.3 11.1 180.09 307.26 0.13 307.39 28.80 831.59 2.71 40.00 0.2700 0.0270 0.55 0.000030.00 33.3 Very Stiff Clay 3.3 22 29480 0.3 12.2 146.74 341.27 0.11 341.37 28.80 677.60 1.99 40.00 0.2700 0.0469 0.50 0.000033.30 37.0 Very Stiff Clay 3.7 28 37520 0.3 11.1 186.76 381.93 0.09 382.02 26.80 892.90 2.34 37.78 0.2500 0.0250 0.40 0.000037.00 40.5 Hard Clay 3.45 33 44220 0.3 11.1 220.11 421.61 0.08 421.70 21.80 1154.46 2.74 32.22 0.2000 0.0200 0.30 0.0000
Settlement 22.7368 mm
ELASTIC SETTLEMENT SETTLEMENT 1.00
Settlement location : centerH = 4.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.75765471
0.75765471
0.01538644
0.48233797
0.01958907
Therefore : 0.49295874
from graph
0.65Se = 0.00216309 m
2.163092645 mm
24.8999 mm
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc
wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Df/B =
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
5.7. BOREHOLE BH - 7
= 2 m
= 2 m
= 149.8 kN OK
= 37.5
Depth of Foundation (Df) = 1 m Location : BH-07
Depth (m)Soil Type
Thick Em
Eavg DsPI OCR Cc Cr
Stt
From To (m) (m)0.00 1.3 Soft Clay 1.25 4 4020 0.4 8.3 26.68 5.19 0.901.25 3.8 Dense Gravelly Sand 2.55 40 48000 0.25
0.3 2890610 - 23.13 13.97 37.09 - - - - - - - -
3.80 5.0 Soft Clay 1.2 4 4020 0.4 8.2 26.68 40.80 5.65 46.44 91.80 59.33 1.45 110.00 0.90 0.0675 2.00 0.00155.00 5.7 Very Soft Organic Clay 0.70 2 2010 0.4 9.8 13.34 49.15 4.03 53.17 67.40 37.12 0.76 134.44 1.1200 0.1120 2.96 0.00685.70 9.5 Very Soft Organic Clay 3.80 2 2010 0.4 7.5 13.34 66.83 2.15 68.97 52.00 44.11 0.66 86.60 1.1200 0.1120 2.96 0.01489.50 10.7 Medium Stiff Clay 1.2 6 6030 0.35 10.1 40.02 87.13 1.27 88.41 14.10 246.78 2.83 20.00 0.09 0.0090 0.49 0.0000
10.70 13.5 Stiff Clay 2.8 8 8040 0.35 11.6 53.36 109.43 0.93 110.36 26.00 258.78 2.36 42.60 0.0800 0.0080 0.40 0.000113.50 14.0 Stiff Clay 0.5 15 20100 0.33 10.5 100.05 128.30 0.71 129.01 21.80 524.76 4.09 32.22 0.2000 0.0200 0.35 0.000014.00 15.7 Sand 1.7 36 43200 0.3 10.2 - 139.59 0.62 140.21 - - - - - - - -15.70 17.0 Hard Clay 1.3 42 56280 0.25 10.7 280.14 155.22 0.56 155.78 33.50 1197.44 7.71 38.00 0.43 0.0430 0.94 0.000017.00 18.0 Moderately Strong to strong claystone 1 42 56280 0.25 11.2 280.14 167.77 0.45 168.23 41.80 1058.49 6.31 54.44 0.4000 0.0722 0.94 0.000018.00 22.0 Very Stiff Clay 4 25 33500 0.3 14.7 166.75 202.78 0.35 203.12 38.52 660.33 3.26 50.80 0.3000 0.0300 0.60 0.000122.00 23.0 Very Stiff Clay 1 20 26800 0.3 10.6 133.40 237.48 0.28 237.75 27.90 625.62 2.63 38.89 0.26 0.0260 0.65 0.000023.00 26.5 Very Stiff Clay 3.45 23 30820 0.3 11.2 153.41 262.10 0.23 262.33 26.80 733.46 2.80 37.78 0.2500 0.0250 0.61 0.000026.45 27.5 Dense Sand 1.05 33 39600 0.28 11.4 - 287.40 0.19 287.59 - - - - - - - -27.50 30.0 Very Stiff Clay 2.5 27 36180 0.3 11.1 180.09 307.26 0.17 307.43 28.80 831.59 2.71 40.00 0.2700 0.0270 0.55 0.000030.00 33.3 Very Stiff Clay 3.3 22 29480 0.3 12.2 146.74 341.27 0.14 341.41 28.80 677.60 1.99 40.00 0.2700 0.0469 0.50 0.000033.30 37.0 Very Stiff Clay 3.7 28 37520 0.3 11.1 186.76 381.93 0.12 382.05 26.80 892.90 2.34 37.78 0.2500 0.0250 0.40 0.000037.00 40.5 Hard Clay 3.45 33 44220 0.3 11.1 220.11 421.61 0.11 421.72 21.80 1154.46 2.74 32.22 0.2000 0.0200 0.30 0.0000
Settlement 23.4030 mm
ELASTIC SETTLEMENT SETTLEMENT 0.50
Settlement location : centerH = 8.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.757654708
0.757654708
0.015386436
0.482337968
0.019589073
Therefore : 0.492958743
from graph
0.65Se = 0.001496952 m
1.496952018 mm
24.9000 mm
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc
wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Df/B =
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
5.7. BOREHOLE BH - 7
= 5 m
= 5 m
= 298.5 kN OK
= 11.9Depth of Foundation (Df) = 1 m Location : BH-07
Depth (m)Soil Type
Thick Em
Eavg DsPI OCR Cc Cr
Stt
From To (m) (m)0.00 1.3 Soft Clay 1.25 4 4020 0.4 8.3 26.68 5.19 0.901.25 3.8 Dense Gravelly Sand 2.55 40 48000 0.25
0.3 28906
10 - 23.13 7.58 30.70 - - - - - - - -3.80 5.0 Soft Clay 1.2 4 4020 0.4 8.2 26.68 40.80 4.49 45.29 91.80 59.33 1.45 110.00 0.90 0.0675 2.00 0.00125.00 5.7 Very Soft Organic Clay 0.70 2 2010 0.4 9.8 13.34 49.15 3.60 52.75 67.40 37.12 0.76 134.44 1.1200 0.1120 2.96 0.00615.70 9.5 Very Soft Organic Clay 3.80 2 2010 0.4 7.5 13.34 66.83 2.32 69.14 52.00 44.11 0.66 86.60 1.1200 0.1120 2.96 0.01599.50 10.7 Medium Stiff Clay 1.2 6 6030 0.35 10.1 40.02 87.13 1.56 88.69 14.10 246.78 2.83 20.00 0.09 0.0090 0.49 0.000110.70 13.5 Stiff Clay 2.8 8 8040 0.35 11.6 53.36 109.43 1.21 110.64 26.00 258.78 2.36 42.60 0.0800 0.0080 0.40 0.000113.50 14.0 Stiff Clay 0.5 15 20100 0.33 10.5 100.05 128.30 0.97 129.27 21.80 524.76 4.09 32.22 0.2000 0.0200 0.35 0.000014.00 15.7 Sand 1.7 36 43200 0.3 10.2 - 139.59 0.86 140.46 - - - - - - - -15.70 17.0 Hard Clay 1.3 42 56280 0.25 10.7 280.14 155.22 0.80 156.02 33.50 1197.44 7.71 38.00 0.43 0.0430 0.94 0.000117.00 18.0 Moderately Strong to strong claystone 1 42 56280 0.25 11.2 280.14 167.77 0.67 168.44 41.80 1058.49 6.31 54.44 0.4000 0.0722 0.94 0.000118.00 22.0 Very Stiff Clay 4 25 33500 0.3 14.7 166.75 202.78 0.53 203.30 38.52 660.33 3.26 50.80 0.3000 0.0300 0.60 0.000122.00 23.0 Very Stiff Clay 1 20 26800 0.3 10.6 133.40 237.48 0.43 237.91 27.90 625.62 2.63 38.89 0.26 0.0260 0.65 0.000023.00 26.5 Very Stiff Clay 3.45 23 30820 0.3 11.2 153.41 262.10 0.37 262.46 26.80 733.46 2.80 37.78 0.2500 0.0250 0.61 0.000026.45 27.5 Dense Sand 1.05 33 39600 0.28 11.4 - 287.40 0.32 287.72 - - - - - - - -27.50 30.0 Very Stiff Clay 2.5 27 36180 0.3 11.1 180.09 307.26 0.28 307.54 28.80 831.59 2.71 40.00 0.2700 0.0270 0.55 0.000030.00 33.3 Very Stiff Clay 3.3 22 29480 0.3 12.2 146.74 341.27 0.24 341.50 28.80 677.60 1.99 40.00 0.2700 0.0469 0.50 0.000033.30 37.0 Very Stiff Clay 3.7 28 37520 0.3 11.1 186.76 381.93 0.20 382.13 26.80 892.90 2.34 37.78 0.2500 0.0250 0.40 0.000037.00 40.5 Hard Clay 3.45 33 44220 0.3 11.1 220.11 421.61 0.19 421.80 21.80 1154.46 2.74 32.22 0.2000 0.0200 0.30 0.0000
Settlement 23.7071 mm
ELASTIC SETTLEMENT SETTLEMENT 0.20
Settlement location : centerH = 20.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.757654708
0.757654708
0.015386436
0.482337968
0.019589073
Therefore : 0.492958743
from graph
0.65Se = 0.001192852 m
1.192852201 mm
24.8999 mm
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc
wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Df/B =
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
5.8. BOREHOLE BH - 8
= 1 m
= 1 m
= 292.3 kN OK
= 292.3
Depth of Foundation (Df) = 1 m Location : BH-08
Depth (m)Soil Type
Thick Em
Eavg DsPI OCR Cc Cr
From To (m)0.00 0.4 Sandy Clay 0.4 30 40200 0.3 11.9 200.10 2.38 300.00 0.20 0.02000.40 1.0 Very Dense Sand 0.6 50 60000 0.25
0.3 3353112.2 - 8.42 172.96 181.38 - - - - - - -
1.00 1.8 Very Dense Sand 0.8 50 60000 0.25 12.2 - 16.96 73.08 90.04 - - - - - - -1.80 3.1 Medium Stiff Clay 1.30 5 5025 0.3 7.5 33.35 26.72 31.42 58.14 41.80 200.00 7.49 54.44 0.4000 0.0400 0.903.10 4.0 Soft Silt 0.90 3 3015 0.35 5.9 20.01 34.25 16.97 51.22 46.80 150.00 4.38 60.00 0.4500 0.0450 1.054.00 5.0 Soft Silt 1 3 3015 0.35 5.9 20.01 39.85 11.24 51.09 46.80 150.00 3.76 60.00 0.45 0.0450 0.955.00 5.7 Very Stiff Clay 0.7 20 26800 0.3 9.8 133.40 46.23 9.27 55.50 37.80 317.00 6.86 50.00 0.3600 0.0360 0.895.70 10.0 Medium Stiff Clay 4.3 8 8040 0.3 9 53.36 69.01 4.09 73.10 41.80 200.00 2.90 54.44 0.4000 0.0400 0.7510.00 11.0 Very Stiff Clay 1 25 33500 0.3 10.1 166.75 93.41 2.37 95.78 37.80 724.00 7.75 50.00 0.36 0.0360 0.6111.00 13.0 Very Stiff Silt 2 26 34840 0.3 10.1 173.42 108.56 1.84 110.40 36.80 600.00 5.53 48.89 0.35 0.0350 0.6513.00 16.0 Hard Cemented Clay 3 37 49580 0.25 11.4 246.79 135.76 1.24 137.00 31.80 600.00 4.42 43.33 0.3000 0.0300 0.7016.00 20.8 Very Stiff Clay 4.8 25 33500 0.3 10.1 166.75 177.10 0.81 177.91 31.80 600.00 3.39 43.33 0.3000 0.0300 0.7420.80 27.0 Dense Sand 6.2 34 40800 0.3 11.2 - 236.06 0.49 236.55 - - - - - - -27.00 29.0 Very Stiff organic Clay 2 25 33500 0.3 10.1 166.75 280.88 0.36 281.24 31.80 600.00 2.14 43.33 0.3000 0.0300 0.5529.00 37.0 Very Stiff Clay 8 25 33500 0.28 10.1 166.75 331.38 0.26 331.64 31.80 600.00 1.81 43.33 0.3000 0.0300 0.5037.00 39.0 Hard Silt 2 31 41540 0.25 10.8 206.77 382.58 0.20 382.78 26.80 600.00 1.57 37.78 0.2500 0.0250 0.4539.00 40.5 Hard Organic Clay 1.45 42 56280 0.25 11.6 280.14 401.79 0.18 401.97 11.80 600.00 1.49 21.11 0.1000 0.0100 0.40
Settlement 19.7159
ELASTIC SETTLEMENT SETTLEMENT 1.00
Settlement location : centerH = 4.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.757654708
0.757654708
0.015386436
0.482337968
0.019589073
Therefore : 0.494531167
from graph
0.65Se = 0.005183481 m
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc
wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Df/B =
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
5.183481192 mm
24.8994 mmST =
Stt
(m)
--
0.00920.00350.00250.00110.00250.00020.00030.00020.0002
-0.00000.00010.00000.0000
mm
5.8. BOREHOLE BH - 8
= 2 m
= 2 m
= 469.3 kN OK
= 117.3
Depth of Foundation (Df) = 1 m Location : BH-08
Depth (m)Soil Type
Thick Em
Eavg DsPI OCR Cc Cr
Stt
From To (m) (m)0.00 0.4 Sandy Clay 0.4 30 40200 0.3 11.9 200.10 2.38 300.00 0.20 0.02000.40 1.0 Very Dense Sand 0.6 50 60000 0.25
0.3 3353112.2 - 8.42 88.72 97.14 - - - - - - - -
1.00 1.8 Very Dense Sand 0.8 50 60000 0.25 12.2 - 16.96 52.15 69.11 - - - - - - - -1.80 3.1 Medium Stiff Clay 1.30 5 5025 0.3 7.5 33.35 26.72 28.61 55.33 41.80 200.00 7.49 54.44 0.4000 0.0400 0.90 0.00873.10 4.0 Soft Silt 0.90 3 3015 0.35 5.9 20.01 34.25 17.70 51.94 46.80 150.00 4.38 60.00 0.4500 0.0450 1.05 0.00364.00 5.0 Soft Silt 1 3 3015 0.35 5.9 20.01 39.85 12.61 52.46 46.80 150.00 3.76 60.00 0.45 0.0450 0.95 0.00285.00 5.7 Very Stiff Clay 0.7 20 26800 0.3 9.8 133.40 46.23 10.72 56.95 37.80 317.00 6.86 50.00 0.3600 0.0360 0.89 0.00125.70 10.0 Medium Stiff Clay 4.3 8 8040 0.3 9 53.36 69.01 5.26 74.27 41.80 200.00 2.90 54.44 0.4000 0.0400 0.75 0.0031
10.00 11.0 Very Stiff Clay 1 25 33500 0.3 10.1 166.75 93.41 3.21 96.62 37.80 724.00 7.75 50.00 0.36 0.0360 0.61 0.000311.00 13.0 Very Stiff Silt 2 26 34840 0.3 10.1 173.42 108.56 2.54 111.10 36.80 600.00 5.53 48.89 0.35 0.0350 0.65 0.000413.00 16.0 Hard Cemented Clay 3 37 49580 0.25 11.4 246.79 135.76 1.76 137.52 31.80 600.00 4.42 43.33 0.3000 0.0300 0.70 0.000316.00 20.8 Very Stiff Clay 4.8 25 33500 0.3 10.1 166.75 177.10 1.17 178.27 31.80 600.00 3.39 43.33 0.3000 0.0300 0.74 0.000220.80 27.0 Dense Sand 6.2 34 40800 0.3 11.2 - 236.06 0.72 236.78 - - - - - - - -27.00 29.0 Very Stiff organic Clay 2 25 33500 0.3 10.1 166.75 280.88 0.54 281.42 31.80 600.00 2.14 43.33 0.3000 0.0300 0.55 0.000029.00 37.0 Very Stiff Clay 8 25 33500 0.28 10.1 166.75 331.38 0.39 331.77 31.80 600.00 1.81 43.33 0.3000 0.0300 0.50 0.000137.00 39.0 Hard Silt 2 31 41540 0.25 10.8 206.77 382.58 0.30 382.88 26.80 600.00 1.57 37.78 0.2500 0.0250 0.45 0.000039.00 40.5 Hard Organic Clay 1.45 42 56280 0.25 11.6 280.14 401.79 0.27 402.06 11.80 600.00 1.49 21.11 0.1000 0.0100 0.40 0.0000
Settlement 20.7388 mm
ELASTIC SETTLEMENT SETTLEMENT 0.50
Settlement location : centerH = 8.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.757654708
0.757654708
0.015386436
0.482337968
0.019589073
Therefore : 0.494531167
from graph
0.65Se = 0.004161213 m
4.1612131 mm
24.9000 mm
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc
wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Df/B =
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
5.8. BOREHOLE BH - 8
= 5 m
= 5 m
= 1086.7 kN OK
= 43.5
Depth of Foundation (Df) = 1 m Location : BH-08
Depth (m)Soil Type
Thick Em
Eavg DsPI OCR Cc Cr
Stt
From To (m) (m)0.00 0.4 Sandy Clay 0.4 30 40200 0.3 11.9 200.10 2.38 300.00 0.20 0.02000.40 1.0 Very Dense Sand 0.6 50 60000 0.25
0.3 3353112.2 - 8.42 38.69 47.11 - - - - - - - -
1.00 1.8 Very Dense Sand 0.8 50 60000 0.25 12.2 - 16.96 30.19 47.15 - - - - - - - -1.80 3.1 Medium Stiff Clay 1.30 5 5025 0.3 7.5 33.35 26.72 21.86 48.58 41.80 200.00 7.49 54.44 0.4000 0.0400 0.90 0.00713.10 4.0 Soft Silt 0.90 3 3015 0.35 5.9 20.01 34.25 16.36 50.61 46.80 150.00 4.38 60.00 0.4500 0.0450 1.05 0.00344.00 5.0 Soft Silt 1 3 3015 0.35 5.9 20.01 39.85 13.12 52.97 46.80 150.00 3.76 60.00 0.45 0.0450 0.95 0.00295.00 5.7 Very Stiff Clay 0.7 20 26800 0.3 9.8 133.40 46.23 11.74 57.97 37.80 317.00 6.86 50.00 0.3600 0.0360 0.89 0.00135.70 10.0 Medium Stiff Clay 4.3 8 8040 0.3 9 53.36 69.01 7.01 76.02 41.80 200.00 2.90 54.44 0.4000 0.0400 0.75 0.0041
10.00 11.0 Very Stiff Clay 1 25 33500 0.3 10.1 166.75 93.41 4.77 98.18 37.80 724.00 7.75 50.00 0.36 0.0360 0.61 0.000511.00 13.0 Very Stiff Silt 2 26 34840 0.3 10.1 173.42 108.56 3.94 112.50 36.80 600.00 5.53 48.89 0.35 0.0350 0.65 0.000713.00 16.0 Hard Cemented Clay 3 37 49580 0.25 11.4 246.79 135.76 2.90 138.66 31.80 600.00 4.42 43.33 0.3000 0.0300 0.70 0.000516.00 20.8 Very Stiff Clay 4.8 25 33500 0.3 10.1 166.75 177.10 2.05 179.15 31.80 600.00 3.39 43.33 0.3000 0.0300 0.74 0.000420.80 27.0 Dense Sand 6.2 34 40800 0.3 11.2 - 236.06 1.34 237.40 - - - - - - - -27.00 29.0 Very Stiff organic Clay 2 25 33500 0.3 10.1 166.75 280.88 1.02 281.90 31.80 600.00 2.14 43.33 0.3000 0.0300 0.55 0.000129.00 37.0 Very Stiff Clay 8 25 33500 0.28 10.1 166.75 331.38 0.77 332.15 31.80 600.00 1.81 43.33 0.3000 0.0300 0.50 0.000237.00 39.0 Hard Silt 2 31 41540 0.25 10.8 206.77 382.58 0.60 383.18 26.80 600.00 1.57 37.78 0.2500 0.0250 0.45 0.000039.00 40.5 Hard Organic Clay 1.45 42 56280 0.25 11.6 280.14 401.79 0.55 402.34 11.80 600.00 1.49 21.11 0.1000 0.0100 0.40 0.0000
Settlement 21.0457 mm
ELASTIC SETTLEMENT SETTLEMENT 0.20
Settlement location : centerH = 20.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.757654708
0.757654708
0.015386436
0.482337968
0.019589073
Therefore : 0.494531167
from graph
0.65Se = 0.00385425 m
3.854250227 mm
24.9000 mm
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc
wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Df/B =
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
5.9. BOREHOLE BH - 9
= 1 m
= 1 m
= 201.2 kN OK
= 201.2
Depth of Foundation (Df) = 1 m Location : BH-09
Depth (m)Soil Type
Thick Em
Eavg DsPI OCR Cc Cr
Stt
From To (m) (m)0.00 1.0 Stiff Clay 1 9 9045 0.3 8.3 60.03 4.15 0.25 0.02501.00 2.0 Stiff Clay 1 9 9045 0.3
0.3 139528.3 60.03 12.45 89.42 101.87 26.80 287.01 23.05 37.78 0.25 0.0250 0.60 0.0143
2.00 5.5 Medium Dense Sand 3.5 16 19200 0.3 7.2 - 29.20 14.31 43.51 - - - - 0.00 - - -5.50 9.0 Stiff Clay 3.45 10 10050 0.3 8.4 66.70 56.29 3.85 60.14 20.00 362.50 6.44 35.60 0.2500 0.0250 0.58 0.00168.95 10.5 Medium Dense Sand 1.50 21 25200 0.25 9.2 - 77.68 2.14 79.82 - - - - 0.0000 - - -10.45 13.7 Hard Clay 3.2 39 52260 0.25 11.4 260.13 102.82 1.39 104.21 16.00 1537.41 14.95 30.80 0.18 0.0180 0.56 0.000213.65 16.0 Very Stiff Clay 2.35 21 28140 0.3 10.3 140.07 133.16 1.21 134.38 21.90 733.24 5.51 39.40 0.1800 0.0180 0.56 0.000116.00 20.0 Medium Dense Sand 4 28 33600 0.25 10.2 - 165.67 0.62 166.29 - - - - 0.0000 - - -20.00 21.0 Very Stiff Clay 1 27 36180 0.3 10.6 180.09 191.37 0.48 191.84 21.80 944.56 4.94 32.22 0.20 0.0200 0.75 0.000021.00 23.0 Cemented Clay 2 52 69680 0.2 12.2 346.84 208.87 0.42 209.28 6.80 2566.14 12.29 15.56 0.05 0.0050 0.40 0.000023.00 40.5 Very Stiff Clay 17.45 25 33500 0.3 10.6 166.75 313.55 0.16 313.71 18.00 944.22 3.01 33.80 0.2000 0.0200 0.75 0.0000
Settlement 16.2180 mm
ELASTIC SETTLEMENT SETTLEMENT 1.00
Settlement location : centerH = 4.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.757654708
0.757654708
0.015386436
0.482337968
0.019589073
Therefore : 0.501927041
from graph
0.65Se = 0.008562329 m
8.562329493 mm
24.7803 mm
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc
wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Df/B =
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
5.9. BOREHOLE BH - 9
= 2 m
= 2 m
= 424.6 kN OK
= 106.2Depth of Foundation (Df) = 1 m Location : BH-09
Depth (m)Soil Type
Thick Em
Eavg DsPI OCR Cc Cr
Stt
From To (m) (m)0.00 1.0 Stiff Clay 1 9 9045 0.3 8.3 60.03 4.15 0.25 0.02501.00 2.0 Stiff Clay 1 9 9045 0.3
0.3 13952
8.3 60.03 12.45 67.94 80.39 26.80 287.01 23.05 37.78 0.25 0.0250 0.60 0.01272.00 5.5 Medium Dense Sand 3.5 16 19200 0.3 7.2 - 29.20 18.82 48.02 - - - - 0.00 - - -5.50 9.0 Stiff Clay 3.45 10 10050 0.3 8.4 66.70 56.29 6.28 62.57 20.00 362.50 6.44 35.60 0.2500 0.0250 0.58 0.00258.95 10.5 Medium Dense Sand 1.50 21 25200 0.25 9.2 - 77.68 3.71 81.39 - - - - 0.0000 - - -
10.45 13.7 Hard Clay 3.2 39 52260 0.25 11.4 260.13 102.82 2.49 105.31 16.00 1537.41 14.95 30.80 0.18 0.0180 0.56 0.000413.65 16.0 Very Stiff Clay 2.35 21 28140 0.3 10.3 140.07 133.16 2.20 135.36 21.90 733.24 5.51 39.40 0.1800 0.0180 0.56 0.000216.00 20.0 Medium Dense Sand 4 28 33600 0.25 10.2 - 165.67 1.18 166.84 - - - - 0.0000 - - -20.00 21.0 Very Stiff Clay 1 27 36180 0.3 10.6 180.09 191.37 0.92 192.28 21.80 944.56 4.94 32.22 0.20 0.0200 0.75 0.000021.00 23.0 Cemented Clay 2 52 69680 0.2 12.2 346.84 208.87 0.80 209.67 6.80 2566.14 12.29 15.56 0.05 0.0050 0.40 0.000023.00 40.5 Very Stiff Clay 17.45 25 33500 0.3 10.6 166.75 313.55 0.32 313.87 18.00 944.22 3.01 33.80 0.2000 0.0200 0.75 0.0001
Settlement 15.8644 mm
ELASTIC SETTLEMENT SETTLEMENT 0.50
Settlement location : centerH = 8.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.757654708
0.757654708
0.015386436
0.482337968
0.019589073
Therefore : 0.501927041
from graph
0.65Se = 0.00903558 m
9.035579828 mm
24.9000 mm
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc
wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Df/B =
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
5.9. BOREHOLE BH - 9
= 5 m
= 5 m
= 1193.9 kN OK
= 47.8Depth of Foundation (Df) = 1 m Location : BH-09
Depth (m)Soil Type
Thick Em
Eavg DsPI OCR Cc Cr
From To (m)0.00 1.0 Stiff Clay 1 9 9045 0.3 8.3 60.03 4.15 0.25 0.02501.00 2.0 Stiff Clay 1 9 9045 0.3
0.3 13952
8.3 60.03 12.45 39.47 51.92 26.80 287.01 23.05 37.78 0.25 0.0250 0.602.00 5.5 Medium Dense Sand 3.5 16 19200 0.3 7.2 - 29.20 19.88 49.08 - - - - 0.00 - -5.50 9.0 Stiff Clay 3.45 10 10050 0.3 8.4 66.70 56.29 9.48 65.77 20.00 362.50 6.44 35.60 0.2500 0.0250 0.588.95 10.5 Medium Dense Sand 1.50 21 25200 0.25 9.2 - 77.68 6.36 84.04 - - - - 0.0000 - -
10.45 13.7 Hard Clay 3.2 39 52260 0.25 11.4 260.13 102.82 4.63 107.45 16.00 1537.41 14.95 30.80 0.18 0.0180 0.5613.65 16.0 Very Stiff Clay 2.35 21 28140 0.3 10.3 140.07 133.16 4.18 137.34 21.90 733.24 5.51 39.40 0.1800 0.0180 0.5616.00 20.0 Medium Dense Sand 4 28 33600 0.25 10.2 - 165.67 2.47 168.13 - - - - 0.0000 - -20.00 21.0 Very Stiff Clay 1 27 36180 0.3 10.6 180.09 191.37 1.99 193.35 21.80 944.56 4.94 32.22 0.20 0.0200 0.7521.00 23.0 Cemented Clay 2 52 69680 0.2 12.2 346.84 208.87 1.77 210.63 6.80 2566.14 12.29 15.56 0.05 0.0050 0.4023.00 40.5 Very Stiff Clay 17.45 25 33500 0.3 10.6 166.75 313.55 0.77 314.32 18.00 944.22 3.01 33.80 0.2000 0.0200 0.75
Settlement 14.7381
ELASTIC SETTLEMENT SETTLEMENT 0.20
Settlement location : centerH = 20.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.757654708
0.757654708
0.015386436
0.482337968
0.019589073
Therefore : 0.501927041
from graph
0.65Se = 0.010161907 m
10.16190663 mm
24.9000 mm
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc
wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Df/B =
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
Stt
(m)
0.0097-
0.0037-
0.00070.0004
-0.00010.00000.0002
mm
5.11. BOREHOLE BH - 11
= 1 m
= 1 m
= 54.3 kN OK
= 54.3Depth of Foundation (Df) = 1 m Location : BH-11
Depth (m)Soil Type
Thick Em
Eavg DsPI OCR Cc Cr
From To (m)0.00 1.0 Very Soft Clay 1 1 769 0.4 5.1 6.67 2.551.00 2.0 Very Soft Clay 1 1 769 0.4
0.3 5100
5.1 6.67 7.65 24.14 31.79 51.80 22.11 2.89 65.56 0.50 0.0500 0.902.00 10.0 Medium Stiff Clay 8 8 4779 0.3 8.3 53.36 43.40 1.51 44.91 26.00 258.78 5.96 42.22 0.29 0.0290 0.62
10.00 11.0 Medium Dense Sand 1.00 26 12000 0.25 10.7 - 81.95 0.49 82.44 - - - - 0.0000 - -11.00 14.0 Stiff Clay 2.95 12 8716 0.3 9 80.04 100.57 0.35 100.92 25.20 393.82 3.92 32.22 0.2000 0.0200 0.6413.95 16.0 Stiff Clay 2 15 10895 0.3 9.2 100.05 123.05 0.24 123.29 31.70 440.19 3.58 32.22 0.20 0.0200 0.6815.95 21.0 Very Stiff Silt 5 16 11621 0.35 9.2 106.72 155.25 0.18 155.43 42.40 399.88 2.58 32.22 0.2000 0.0200 0.6820.95 25.5 Cemented Clay 4.5 51 31639 0.2 11.7 340.17 204.58 0.10 204.68 16.80 1975.89 9.66 26.67 0.1500 0.0150 0.3025.45 38.0 Very Stiff Clay 12.55 26 18038 0.3 10.5 173.42 296.79 0.05 296.84 26.80 829.13 2.79 37.78 0.25 0.0250 0.4038.00 40.5 Very Dense Sand 2.45 55 27500 0.25 11.2 - 376.40 0.05 376.45 - - - - 0.00 - -
Settlement 18.5363
ELASTIC SETTLEMENT SETTLEMENT 1.00
Settlement location : centerH = 4.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.75765471
0.75765471
0.01538644
0.48233797
0.01958907
Therefore : 0.50192704
from graph
0.65Se = 0.00630146 m
6.30146066 mm
24.8377 mm
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc
wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Df/B =
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
Stt
(m)
0.01630.0021
-0.00010.00000.00000.00000.0000
-mm
5.11. BOREHOLE BH - 11
= 2 m
= 2 m
= 119.4 kN OK
= 29.9Depth of Foundation (Df) = 1 m Location : BH-11
Depth (m)Soil Type
Thick Em
Eavg DsPI OCR Cc Cr
Stt
From To (m) (m)0.00 1.0 Very Soft Clay 1 1 769 0.4 5.1 6.67 2.551.00 2.0 Very Soft Clay 1 1 769 0.4
0.3 5100
5.1 6.67 7.65 19.11 26.76 51.80 22.11 2.89 65.56 0.50 0.0500 0.90 0.01432.00 10.0 Medium Stiff Clay 8 8 4779 0.3 8.3 53.36 43.40 2.44 45.84 26.00 258.78 5.96 42.22 0.29 0.0290 0.62 0.0034
10.00 11.0 Medium Dense Sand 1.00 26 12000 0.25 10.7 - 81.95 0.90 82.85 - - - - 0.0000 - - -11.00 14.0 Stiff Clay 2.95 12 8716 0.3 9 80.04 100.57 0.66 101.23 25.20 393.82 3.92 32.22 0.2000 0.0200 0.64 0.000113.95 16.0 Stiff Clay 2 15 10895 0.3 9.2 100.05 123.05 0.47 123.52 31.70 440.19 3.58 32.22 0.20 0.0200 0.68 0.000015.95 21.0 Very Stiff Silt 5 16 11621 0.35 9.2 106.72 155.25 0.35 155.60 42.40 399.88 2.58 32.22 0.2000 0.0200 0.68 0.000120.95 25.5 Cemented Clay 4.5 51 31639 0.2 11.7 340.17 204.58 0.20 204.78 16.80 1975.89 9.66 26.67 0.1500 0.0150 0.30 0.000025.45 38.0 Very Stiff Clay 12.55 26 18038 0.3 10.5 173.42 296.79 0.11 296.90 26.80 829.13 2.79 37.78 0.25 0.0250 0.40 0.000038.00 40.5 Very Dense Sand 2.45 55 27500 0.25 11.2 - 376.40 0.11 376.51 - - - - 0.00 - - -
Settlement 17.9696 mm
ELASTIC SETTLEMENT SETTLEMENT 0.50
Settlement location : centerH = 8.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.757654708
0.757654708
0.015386436
0.482337968
0.019589073
Therefore : 0.501927041
from graph
0.65Se = 0.006930319 m
6.930318534 mm
24.9000 mm
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc
wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Df/B =
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
5.11. BOREHOLE BH - 11
= 5 m
= 5 m
= 365.2 kN OK
= 14.6
Depth of Foundation (Df) = 1 m Location : BH-11
Depth (m)Soil Type
Thick Em
Eavg DsPI OCR Cc Cr
Stt
From To (m) (m)0.00 1.0 Very Soft Clay 1 1 769 0.4 5.1 6.67 2.551.00 2.0 Very Soft Clay 1 1 769 0.4
0.3 51005.1 6.67 7.65 12.07 19.72 51.80 22.11 2.89 65.56 0.50 0.0500 0.90 0.0108
2.00 10.0 Medium Stiff Clay 8 8 4779 0.3 8.3 53.36 43.40 3.65 47.05 26.00 258.78 5.96 42.22 0.29 0.0290 0.62 0.005010.00 11.0 Medium Dense Sand 1.00 26 12000 0.25 10.7 - 81.95 1.74 83.69 - - - - 0.0000 - - -11.00 14.0 Stiff Clay 2.95 12 8716 0.3 9 80.04 100.57 1.35 101.92 25.20 393.82 3.92 32.22 0.2000 0.0200 0.64 0.000213.95 16.0 Stiff Clay 2 15 10895 0.3 9.2 100.05 123.05 1.02 124.07 31.70 440.19 3.58 32.22 0.20 0.0200 0.68 0.000115.95 21.0 Very Stiff Silt 5 16 11621 0.35 9.2 106.72 155.25 0.80 156.05 42.40 399.88 2.58 32.22 0.2000 0.0200 0.68 0.000120.95 25.5 Cemented Clay 4.5 51 31639 0.2 11.7 340.17 204.58 0.49 205.07 16.80 1975.89 9.66 26.67 0.1500 0.0150 0.30 0.000125.45 38.0 Very Stiff Clay 12.55 26 18038 0.3 10.5 173.42 296.79 0.29 297.07 26.80 829.13 2.79 37.78 0.25 0.0250 0.40 0.000138.00 40.5 Very Dense Sand 2.45 55 27500 0.25 11.2 - 376.40 0.29 376.68 - - - - 0.00 - - -
Settlement 16.4235 mm
ELASTIC SETTLEMENT SETTLEMENT 0.20
Settlement location : centerH = 20.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.757654708
0.757654708
0.015386436
0.482337968
0.019589073
Therefore : 0.501927041
from graph
0.65Se = 0.008476538 m
8.476538084 mm
24.9000 mm
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc
wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Df/B =
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
5.12. BOREHOLE BH - 12
= 1 m
= 1 m
= 25.9 kN OK
= 25.9 2.63654734Depth of Foundation (Df) = 1 m Location : BH-12
Depth (m)Soil Type
Thick Em
Eavg DsPI OCR Cc Cr
Stt
From To (m) (m)0.00 1.0 Soft Clay 1 4 4020 0.35 9 26.68 4.501.00 4.0 Soft Clay 3 4 4020 0.35
0.4 3116
9 26.68 22.50 4.14 26.64 121.80 47.59 2.11 143.33 1.20 0.1200 2.30 0.00804.00 5.7 Very Soft Organic Clay 1.7 3 3015 0.4 7.5 20.01 42.38 1.10 43.47 93.00 44.07 1.04 148.89 1.25 0.1250 2.38 0.00705.70 8.0 Very Soft Organic Clay 2.30 2 2010 0.4 5.1 13.34 54.62 0.55 55.17 126.80 23.03 0.42 148.89 1.2500 0.1250 2.35 0.00378.00 9.4 Soft Clay 1.40 3 3015 0.35 7.5 20.01 65.73 0.34 66.07 121.80 35.69 0.54 143.33 1.2000 0.1200 2.00 0.00139.40 12.4 Loose Sand 2.95 9 10800 0.35 8.2 - 83.07 0.22 83.29 - - - - - - - -
12.35 13.7 Very Stiff Clay 1.35 15 20100 0.3 10.1 100.05 101.99 0.20 102.19 17.20 576.19 5.65 32.00 0.1980 0.0198 0.44 0.000013.70 15.5 Hard Clay 1.75 36 48240 0.2 10.6 240.12 118.08 0.12 118.20 16.80 1394.75 11.81 26.67 0.1500 0.0150 0.30 0.000015.45 17.0 Dense Sand 1.5 35 42000 0.25 12.2 - 136.51 0.10 136.60 - - - - - - - -16.95 20.0 Very Stiff Clay 3.05 16 21440 0.3 12.2 106.72 164.26 0.08 164.34 26.00 517.56 3.15 33.33 0.21 0.0210 0.50 0.000020.00 23.0 Very Stiff Clay 3 21 28140 0.3 9 140.07 196.36 0.06 196.42 34.20 592.16 3.02 55.30 0.4077 0.0408 0.81 0.000023.00 24.6 Hard Clay 1.6 40 53600 0.2 12.2 266.80 219.62 0.05 219.67 21.80 1399.35 6.37 32.22 0.2000 0.0200 0.20 0.000024.60 26.0 Medium Dense Sand 1.4 26 31200 0.3 10.2 - 236.53 0.04 236.57 - - - - - - - -26.00 30.0 Hard Cemented Clay 4 38 50920 0.2 12.2 253.46 268.07 0.03 268.10 27.80 1190.74 4.44 56.00 0.4140 0.0414 0.97 0.000030.00 33.2 Very Stiff Clay 3.2 26 34840 0.3 10.6 173.42 309.43 0.03 309.45 31.30 767.99 2.48 51.00 0.3690 0.0369 0.59 0.000033.20 40.5 Very Stiff Clay 7.25 24 32160 0.3 10.1 160.08 363.00 0.02 363.02 31.80 703.15 1.94 43.33 0.3000 0.0300 0.30 0.0000
Settlement 20.0468 mm
ELASTIC SETTLEMENT SETTLEMENT
1.00
Settlement location : centerH = 4.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.757654708
0.757654708
0.015386436
0.482337968
0.019589073
Therefore : 0.501927041
from graph
0.68Se = 0.004853204 m
4.853204329 mm
24.9000 mm
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc
wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Df/B =
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
5.12. BOREHOLE BH - 12
= 2 m
= 2 m
= 42.2 kN OK
= 10.5 1.07485492Depth of Foundation (Df) = 1 m Location : BH-12
Depth (m)Soil Type
Thick Em
Eavg DsPI OCR Cc Cr
Stt
From To (m) (m)0.00 1.0 Soft Clay 1 4 4020 0.35 9 26.68 4.501.00 4.0 Soft Clay 3 4 4020 0.35
0.4 3116
9 26.68 22.50 3.44 25.94 121.80 47.59 2.11 143.33 1.20 0.1200 2.30 0.00674.00 5.7 Very Soft Organic Clay 1.7 3 3015 0.4 7.5 20.01 42.38 1.23 43.61 93.00 44.07 1.04 148.89 1.25 0.1250 2.38 0.00785.70 8.0 Very Soft Organic Clay 2.30 2 2010 0.4 5.1 13.34 54.62 0.68 55.30 126.80 23.03 0.42 148.89 1.2500 0.1250 2.35 0.00468.00 9.4 Soft Clay 1.40 3 3015 0.35 7.5 20.01 65.73 0.45 66.18 121.80 35.69 0.54 143.33 1.2000 0.1200 2.00 0.00179.40 12.4 Loose Sand 2.95 9 10800 0.35 8.2 - 83.07 0.30 83.37 - - - - - - - -
12.35 13.7 Very Stiff Clay 1.35 15 20100 0.3 10.1 100.05 101.99 0.28 102.26 17.20 576.19 5.65 32.00 0.1980 0.0198 0.44 0.000013.70 15.5 Hard Clay 1.75 36 48240 0.2 10.6 240.12 118.08 0.17 118.25 16.80 1394.75 11.81 26.67 0.1500 0.0150 0.30 0.000015.45 17.0 Dense Sand 1.5 35 42000 0.25 12.2 - 136.51 0.14 136.65 - - - - - - - -16.95 20.0 Very Stiff Clay 3.05 16 21440 0.3 12.2 106.72 164.26 0.12 164.38 26.00 517.56 3.15 33.33 0.21 0.0210 0.50 0.000020.00 23.0 Very Stiff Clay 3 21 28140 0.3 9 140.07 196.36 0.08 196.45 34.20 592.16 3.02 55.30 0.4077 0.0408 0.81 0.000023.00 24.6 Hard Clay 1.6 40 53600 0.2 12.2 266.80 219.62 0.07 219.69 21.80 1399.35 6.37 32.22 0.2000 0.0200 0.20 0.000024.60 26.0 Medium Dense Sand 1.4 26 31200 0.3 10.2 - 236.53 0.06 236.59 - - - - - - - -26.00 30.0 Hard Cemented Clay 4 38 50920 0.2 12.2 253.46 268.07 0.05 268.12 27.80 1190.74 4.44 56.00 0.4140 0.0414 0.97 0.000030.00 33.2 Very Stiff Clay 3.2 26 34840 0.3 10.6 173.42 309.43 0.04 309.46 31.30 767.99 2.48 51.00 0.3690 0.0369 0.59 0.000033.20 40.5 Very Stiff Clay 7.25 24 32160 0.3 10.1 160.08 363.00 0.03 363.03 31.80 703.15 1.94 43.33 0.3000 0.0300 0.30 0.0000
Settlement 20.9428 mm
ELASTIC SETTLEMENT SETTLEMENT
0.50
Settlement location : centerH = 8.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.757654708
0.757654708
0.015386436
0.482337968
0.019589073
Therefore : 0.501927041
from graph
0.68Se = 0.003957062 m
3.95706194 mm
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc
wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Df/B =
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
24.8998 mmST =
5.12. BOREHOLE BH - 12
= 5 m
= 5 m
= 100.5 kN OK
= 4.0Depth of Foundation (Df) = 1 m Location : BH-12
Depth (m)Soil Type
Thick Em
Eavg DsPI OCR Cc Cr
Stt
From To (m) (m)0.00 1.0 Soft Clay 1 4 4020 0.35 9 26.68 4.501.00 4.0 Soft Clay 3 4 4020 0.35
0.4 3116
9 26.68 22.50 2.38 24.88 121.80 47.59 2.11 143.33 1.20 0.1200 2.30 0.00484.00 5.7 Very Soft Organic Clay 1.7 3 3015 0.4 7.5 20.01 42.38 1.28 43.66 93.00 44.07 1.04 148.89 1.25 0.1250 2.38 0.00815.70 8.0 Very Soft Organic Clay 2.30 2 2010 0.4 5.1 13.34 54.62 0.85 55.47 126.80 23.03 0.42 148.89 1.2500 0.1250 2.35 0.00588.00 9.4 Soft Clay 1.40 3 3015 0.35 7.5 20.01 65.73 0.62 66.35 121.80 35.69 0.54 143.33 1.2000 0.1200 2.00 0.00239.40 12.4 Loose Sand 2.95 9 10800 0.35 8.2 - 83.07 0.45 83.53 - - - - - - - -
12.35 13.7 Very Stiff Clay 1.35 15 20100 0.3 10.1 100.05 101.99 0.43 102.41 17.20 576.19 5.65 32.00 0.1980 0.0198 0.44 0.000013.70 15.5 Hard Clay 1.75 36 48240 0.2 10.6 240.12 118.08 0.29 118.37 16.80 1394.75 11.81 26.67 0.1500 0.0150 0.30 0.000015.45 17.0 Dense Sand 1.5 35 42000 0.25 12.2 - 136.51 0.25 136.75 - - - - - - - -16.95 20.0 Very Stiff Clay 3.05 16 21440 0.3 12.2 106.72 164.26 0.21 164.47 26.00 517.56 3.15 33.33 0.21 0.0210 0.50 0.000020.00 23.0 Very Stiff Clay 3 21 28140 0.3 9 140.07 196.36 0.15 196.52 34.20 592.16 3.02 55.30 0.4077 0.0408 0.81 0.000023.00 24.6 Hard Clay 1.6 40 53600 0.2 12.2 266.80 219.62 0.13 219.76 21.80 1399.35 6.37 32.22 0.2000 0.0200 0.20 0.000024.60 26.0 Medium Dense Sand 1.4 26 31200 0.3 10.2 - 236.53 0.12 236.64 - - - - - - - -26.00 30.0 Hard Cemented Clay 4 38 50920 0.2 12.2 253.46 268.07 0.10 268.16 27.80 1190.74 4.44 56.00 0.4140 0.0414 0.97 0.000030.00 33.2 Very Stiff Clay 3.2 26 34840 0.3 10.6 173.42 309.43 0.08 309.50 31.30 767.99 2.48 51.00 0.3690 0.0369 0.59 0.000033.20 40.5 Very Stiff Clay 7.25 24 32160 0.3 10.1 160.08 363.00 0.06 363.06 31.80 703.15 1.94 43.33 0.3000 0.0300 0.30 0.0000
Settlement 21.1266 mm
ELASTIC SETTLEMENT SETTLEMENT
0.20
Settlement location : centerH = 20.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.757654708
0.757654708
0.015386436
0.482337968
0.019589073
Therefore : 0.501927041
from graph
0.68Se = 0.003773219 m
3.773219426 mm
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc
wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Df/B =
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
24.8998 mmST =
5.13. BOREHOLE BH - 13
= 1 m
= 1 m
= 133.1 kN OK
= 133.1Depth of Foundation (Df) = 1 m Location : BH-13
Depth (m)Soil Type
Thick Em
Eavg DsPI OCR Cc Cr
Stt
From To (m) (m)0.00 1.0 Stiff Clay 1 12 14740 0.3 8.7 80.04 4.351.00 3.4 Stiff Clay 2.4 10 14740 0.3
0.3 12317
8.7 66.70 19.14 27.49 46.63 31.80 292.98 15.31 43.33 0.30 0.0300 0.60 0.01743.40 6.0 Medium Dense Sand 2.6 10 12000 0.25 8.2 - 40.24 6.02 46.26 - - - - 0.00 - - -6.00 7.7 Medium Stiff Clay 1.70 7 9380 0.3 9.5 46.69 79.86 2.84 82.69 37.80 186.86 2.34 50.00 0.3600 0.0360 0.82 0.00057.70 13.0 Stiff Clay 5.30 9 12060 0.3 9.8 60.03 93.02 1.24 94.26 18.80 334.32 3.59 28.89 0.1700 0.0170 0.49 0.0003
13.00 14.0 Stiff Silt 1 9 12060 0.25 9.8 60.03 123.89 0.73 124.62 18.80 334.32 2.70 28.89 0.17 0.0170 0.49 0.000014.00 17.0 Stiff Clay 3 10 13400 0.3 10 66.70 143.79 0.54 144.33 17.80 379.28 2.64 27.78 0.1600 0.0160 0.45 0.000117.00 18.0 Medium Dense Sand 1 22 26400 0.3 9.7 - 163.64 0.43 164.07 - - - - 0.0000 - - -18.00 20.0 Stiff Clay 2 14 18760 0.3 9.8 93.38 178.29 0.37 178.66 26.40 449.63 2.52 37.33 0.25 0.0246 0.49 0.000020.00 26.2 Medium Dense Sand 6.2 28 33600 0.3 11.2 - 222.81 0.27 223.08 - - - - 0.00 - - -26.20 28.5 Very Stiff Clay 2.25 21 28140 0.3 10.3 140.07 269.12 0.19 269.31 23.80 707.21 2.63 34.44 0.2200 0.0220 0.30 0.000028.45 29.5 Medium Dense Sand 1.05 26 31200 0.3 11.7 - 286.85 0.16 287.01 - - - - 0.0000 - - -29.50 33.4 Very Stiff Clay 3.9 20 26800 0.3 10 133.40 312.49 0.13 312.62 21.80 699.67 2.24 32.22 0.20 0.0200 0.25 0.000033.40 36.0 Hard Clay 2.6 56 75040 0.2 11.4 373.52 346.81 0.11 346.92 11.80 2430.82 7.01 21.11 0.1000 0.0100 0.15 0.000036.00 40.5 Very Stiff Clay 4.45 30 40200 0.3 10.6 200.10 385.21 0.09 385.31 16.80 1162.29 3.02 26.67 0.1500 0.0150 0.20 0.0000
Settlement 18.4058 mm
ELASTIC SETTLEMENT SETTLEMENT
1.00
Settlement location : centerH = 4.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.757654708
0.757654708
0.015386436
0.482337968
0.019589073
Therefore : 0.501927041
from graph
0.65Se = 0.006494125 m
6.494125055 mm
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc
wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Df/B =
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
24.8999 mmST =
5.13. BOREHOLE BH - 13
= 2 m
= 2 m
= 266.6 kN OK
= 66.7Depth of Foundation (Df) = 1 m Location : BH-13
Depth (m)Soil Type
Thick Em
Eavg DsPI OCR Cc Cr
Stt
From To (m) (m)0.00 1.0 Stiff Clay 1 12 14740 0.3 8.7 80.04 4.351.00 3.4 Stiff Clay 2.4 10 14740 0.3
0.3 12317
8.7 66.70 19.14 26.04 45.18 31.80 292.98 15.31 43.33 0.30 0.0300 0.60 0.01683.40 6.0 Medium Dense Sand 2.6 10 12000 0.25 8.2 - 40.24 8.21 48.45 - - - - 0.00 - - -6.00 7.7 Medium Stiff Clay 1.70 7 9380 0.3 9.5 46.69 79.86 4.33 84.18 37.80 186.86 2.34 50.00 0.3600 0.0360 0.82 0.00087.70 13.0 Stiff Clay 5.30 9 12060 0.3 9.8 60.03 93.02 2.07 95.09 18.80 334.32 3.59 28.89 0.1700 0.0170 0.49 0.0006
13.00 14.0 Stiff Silt 1 9 12060 0.25 9.8 60.03 123.89 1.27 125.16 18.80 334.32 2.70 28.89 0.17 0.0170 0.49 0.000114.00 17.0 Stiff Clay 3 10 13400 0.3 10 66.70 143.79 0.95 144.74 17.80 379.28 2.64 27.78 0.1600 0.0160 0.45 0.000117.00 18.0 Medium Dense Sand 1 22 26400 0.3 9.7 - 163.64 0.78 164.42 - - - - 0.0000 - - -18.00 20.0 Stiff Clay 2 14 18760 0.3 9.8 93.38 178.29 0.67 178.96 26.40 449.63 2.52 37.33 0.25 0.0246 0.49 0.000120.00 26.2 Medium Dense Sand 6.2 28 33600 0.3 11.2 - 222.81 0.50 223.31 - - - - 0.00 - - -26.20 28.5 Very Stiff Clay 2.25 21 28140 0.3 10.3 140.07 269.12 0.36 269.47 23.80 707.21 2.63 34.44 0.2200 0.0220 0.30 0.000028.45 29.5 Medium Dense Sand 1.05 26 31200 0.3 11.7 - 286.85 0.30 287.14 - - - - 0.0000 - - -29.50 33.4 Very Stiff Clay 3.9 20 26800 0.3 10 133.40 312.49 0.25 312.74 21.80 699.67 2.24 32.22 0.20 0.0200 0.25 0.000033.40 36.0 Hard Clay 2.6 56 75040 0.2 11.4 373.52 346.81 0.21 347.02 11.80 2430.82 7.01 21.11 0.1000 0.0100 0.15 0.000036.00 40.5 Very Stiff Clay 4.45 30 40200 0.3 10.6 200.10 385.21 0.17 385.39 16.80 1162.29 3.02 26.67 0.1500 0.0150 0.20 0.0000
Settlement 18.3930 mm
ELASTIC SETTLEMENT SETTLEMENT
0.50
Settlement location : centerH = 8.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.7576547
0.7576547
0.0153864
0.482338
0.0195891
Therefore : 0.501927
from graph
0.65Se = 0.006507 m
6.5069656 mm
24.9000 mm
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc
wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Df/B =
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
5.13. BOREHOLE BH - 13
= 5 m
= 5 m
= 794.7 kN OK
= 31.8
Depth of Foundation (Df) = 1 m Location : BH-13
Depth (m)Soil Type
Thick Em
Eavg DsPI OCR Cc Cr
Stt
From To (m) (m)0.00 1.0 Stiff Clay 1 12 14740 0.3 8.7 80.04 4.351.00 3.4 Stiff Clay 2.4 10 14740 0.3
0.3 12317
8.7 66.70 19.14 20.67 39.81 31.80 292.98 15.31 43.33 0.30 0.0300 0.60 0.01433.40 6.0 Medium Dense Sand 2.6 10 12000 0.25 8.2 - 40.24 10.50 50.74 - - - - 0.00 - - -6.00 7.7 Medium Stiff Clay 1.70 7 9380 0.3 9.5 46.69 79.86 6.75 86.61 37.80 186.86 2.34 50.00 0.3600 0.0360 0.82 0.00127.70 13.0 Stiff Clay 5.30 9 12060 0.3 9.8 60.03 93.02 3.86 96.88 18.80 334.32 3.59 28.89 0.1700 0.0170 0.49 0.0011
13.00 14.0 Stiff Silt 1 9 12060 0.25 9.8 60.03 123.89 2.59 126.48 18.80 334.32 2.70 28.89 0.17 0.0170 0.49 0.000114.00 17.0 Stiff Clay 3 10 13400 0.3 10 66.70 143.79 2.04 145.83 17.80 379.28 2.64 27.78 0.1600 0.0160 0.45 0.000217.00 18.0 Medium Dense Sand 1 22 26400 0.3 9.7 - 163.64 1.72 165.36 - - - - 0.0000 - - -18.00 20.0 Stiff Clay 2 14 18760 0.3 9.8 93.38 178.29 1.50 179.79 26.40 449.63 2.52 37.33 0.25 0.0246 0.49 0.000120.00 26.2 Medium Dense Sand 6.2 28 33600 0.3 11.2 - 222.81 1.17 223.98 - - - - 0.00 - - -26.20 28.5 Very Stiff Clay 2.25 21 28140 0.3 10.3 140.07 269.12 0.86 269.98 23.80 707.21 2.63 34.44 0.2200 0.0220 0.30 0.000128.45 29.5 Medium Dense Sand 1.05 26 31200 0.3 11.7 - 286.85 0.73 287.58 - - - - 0.0000 - - -29.50 33.4 Very Stiff Clay 3.9 20 26800 0.3 10 133.40 312.49 0.63 313.12 21.80 699.67 2.24 32.22 0.20 0.0200 0.25 0.000133.40 36.0 Hard Clay 2.6 56 75040 0.2 11.4 373.52 346.81 0.53 347.34 11.80 2430.82 7.01 21.11 0.1000 0.0100 0.15 0.000036.00 40.5 Very Stiff Clay 4.45 30 40200 0.3 10.6 200.10 385.21 0.45 385.66 16.80 1162.29 3.02 26.67 0.1500 0.0150 0.20 0.0000
Settlement 17.1428 mm
ELASTIC SETTLEMENT SETTLEMENT
0.20
Settlement location : centerH = 20.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.757654708
0.757654708
0.015386436
0.482337968
0.019589073
Therefore : 0.501927041
from graph
0.65Se = 0.007757182 m
7.757181673 mm
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc
wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Df/B =
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
24.9000 mmST =
5.14. BOREHOLE BH - 14
= 5.5 m
= 5.5 m
= 230.0 kN OK
= 7.6 0.77532126
Depth of Foundation (Df) = 1 m Location : BH-14
Depth (m)Soil Type
Thick Em
Eavg DsPI OCR Cc Cr
Stt
From To (m) (m)0.00 1.0 Gravelly Sand 1 50 60000 0.2 12.2 - 6.101.00 1.9 Gravelly Sand 0.85 50 60000 0.2
0.3 10128
12.2 - 17.38 6.55 23.94 - - - - - - - -1.00 4.0 Medium Stiff Silt 3 8 8040 0.3 9 53.36 36.07 3.73 39.80 91.80 118.67 3.29 110.00 0.90 0.0675 2.00 0.002894.00 8.5 Very Soft Organic Clay 4.45 2 2010 0.4 7.5 13.34 66.26 1.72 67.97 147.80 20.31 0.31 172.22 1.4600 0.1095 3.02 0.017958.45 11.0 Medium Stiff Silt 2.55 7 7035 0.3 8.9 46.69 94.29 1.01 95.30 17.80 265.50 2.82 27.78 0.1600 0.0256 0.62 0.00019
11.00 20.0 Stiff Clay 9 12 16080 0.3 9.5 80.04 148.39 0.53 148.92 19.80 436.76 2.94 30.00 0.18 0.0295 0.48 0.0002820.00 23.8 Very Stiff Clay 3.8 20 26800 0.3 9.8 133.40 209.76 0.50 210.26 42.80 497.09 2.37 55.56 0.4100 0.0741 0.76 0.0001723.80 27.5 Dense Sand 3.7 34 40800 0.25 11.2 - 249.10 0.24 249.34 - - - - - - - -27.50 34.0 Very Stiff Clay 6.5 28 37520 0.3 10.5 186.76 303.95 0.18 304.12 24.30 934.22 3.07 35.00 0.23 0.0382 0.60 0.0000434.00 35.0 Hard Clay 1 41 54940 0.2 11.4 273.47 343.77 0.17 343.94 16.80 1588.46 4.62 26.67 0.15 0.0237 0.40 0.0000035.00 37.0 Very Stiff Clay 2 26 34840 0.35 10.3 173.42 359.77 0.13 359.90 27.80 814.71 2.26 38.89 0.2600 0.0450 0.68 0.0000137.00 40.5 Hard Clay 3.45 32 42880 0.2 10.8 213.44 388.70 0.12 388.82 21.80 1119.48 2.88 32.22 0.2000 0.0334 0.60 0.00001
Settlement 21.5319 mm
ELASTIC SETTLEMENT SETTLEMENT
0.18
Settlement location : centerH = 22.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.757654708
0.757654708
0.015386436
0.482337968
0.019589073
Therefore : 0.501927041
from graph
0.65Se = 0.002376456 m
2.376455771 mm
23.9083 mm
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc
wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Df/B =
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
5.1. NBL - 13
= 1 m
= 1 m
= 87.4 kN OK
= 87.4Depth of Foundation (Df) = 1 m Location : NBL-13
Depth (m)Soil Type
Thick Em
Eavg DsPI OCR Cc Cr
Stt
From To (m) (m)0.00 1.0 Soft Clay 1 7 3000 0.35 8 46.69 4.001.00 4.0 Soft Clay 3 7 3000 0.35
0.4 6154
8 46.69 20.00 13.98 33.98 41.80 176.42 8.82 54.44 0.40 0.0400 1.20 0.01264.00 4.8 Very Soft Organic Clay 0.79 4 2500 0.4 7.5 26.68 34.96 4.52 39.49 93.00 58.75 1.68 121.11 1.00 0.1000 0.10 0.00384.79 8.0 Loose Sand 3.21 3 10000 0.35 10 - 53.98 2.14 56.11 - - - - - - - -8.00 11.8 Stiff Clay 3.75 10 12000 0.3 8 66.70 85.03 0.90 85.92 11.80 434.08 5.11 21.11 0.1000 0.0100 1.50 0.0001
11.75 15.0 Dense Sand 3.25 35 35000 0.25 12 - 119.52 0.49 120.01 - - - - - - - -15.00 16.5 Very Dense Sand 1.5 60 45000 0.2 15 - 150.27 0.45 150.73 - - - - 0.1980 0.0198 - -16.50 20.0 Very Stiff Clay 3.5 16 23000 0.3 10 106.72 179.03 0.26 179.29 11.80 694.52 3.88 21.11 0.1000 0.0100 1.50 0.000020.00 20.7 Very Soft Organic Clay 0.7 20 3000 0.4 7.5 133.40 199.15 0.21 199.36 21.80 699.67 3.51 32.22 0.20 0.0334 0.70 0.000020.70 22.1 Stiff Clay 1.35 23 12000 0.3 9 153.41 207.85 0.19 208.04 26.00 743.99 3.58 21.11 0.10 0.0100 1.50 0.000022.05 22.5 Very Stiff Clay 0.45 27 23000 0.3 10 180.09 216.18 0.18 216.35 34.20 761.35 3.52 21.11 0.1000 0.0100 1.60 0.000022.50 27.0 Very Dense Sand 4.5 80 46000 0.2 17 - 256.68 0.14 256.82 - - - - - - - -27.00 27.6 Hard Clay 0.6 60 24000 0.25 12 400.20 298.53 0.12 298.64 6.80 2960.94 9.92 15.56 0.05 0.0043 2.00 0.000027.60 30.0 Very Dense Sand 2.4 52 50000 0.2 12.2 - 316.77 0.11 316.87 - - - - - - - -30.00 30.5 Hard Clay 0.45 34 24000 0.25 12.2 226.78 334.15 0.10 334.25 31.30 1004.30 3.01 15.56 0.0500 0.0050 2.00 0.000030.45 32.0 Very Stiff Sandy Silt 1.55 30 25000 0.25 11 - 345.42 0.09 345.51 - - - - - - - -
Settlement 16.4349 mm
ELASTIC SETTLEMENT SETTLEMENT
1.00
Settlement location : centerH = 4.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.757654708
0.757654708
0.015386436
0.482337968
0.019589073
Therefore : 0.501927041
from graph
0.68Se = 0.008465096 m
8.465096309 mm
24.9000 mm
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavgg' cu s'v s1=s'v+Ds sc
wL e0(kN/m2) (kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Df/B =
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
LONG TERM SETTLEMENT AFTER TERZAGHI
= 7.3 m
= 9.8 m
= 220.0 kN OK
= 3.1Depth of Foundation (Df) = 3 m Location : BH-14
Depth (m)Soil Type
Thick Em
From To (m)0.00 1.0 Gravelly Sand 1 50 60000 0.31.00 1.9 Gravelly Sand 0.85 50 60000 0.31.00 4.0 Medium Stiff Silt 3 8 8040 0.34.00 8.5 Very Soft Organic Clay 4.45 2 2010 0.3
0.38.45 11.0 Medium Stiff Silt 2.55 7 7035 0.3511.00 20.0 Stiff Clay 9 12 16080 0.3520.00 23.8 Very Stiff Clay 3.8 20 26800 0.3523.80 27.5 Dense Sand 3.7 34 40800 0.2527.50 34.0 Very Stiff Clay 6.5 28 37520 0.3534.00 35.0 Hard Clay 1 41 54940 0.435.00 37.0 Very Stiff Clay 2 26 34840 0.337.00 40.5 Hard Clay 3.45 32 42880 0.4
ELASTIC SETTLEMENT SETTLEMENT
0.41
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr mavg(kN/m2)
Df/B =
Settlement location : centerH = 29.20 m
Thus a = 4m' = 1.342466n' = 8
From the parameter above we obtain :Ao = 0.759962
0.795897
0.020531
0.495245
1.497578
Therefore : 1.992824
from graph
0.57Se = 0.004218 m
4.218007 mm
24.9364 mm
For All Calculation See Note Tab.
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
Eavg DsPI OCR
12.2 - 6.1012.2 - 17.38
9 53.36 36.07
10725
7.5 13.34 66.26 1.92 68.18 147.80 20.31 0.318.9 46.69 94.29 1.09 95.38 17.80 265.50 2.829.5 80.04 148.39 0.55 148.94 19.80 436.76 2.949.8 133.40 209.76 0.32 210.08 42.80 497.09 2.3711.2 - 249.10 0.24 249.34 - - -10.5 186.76 303.95 0.21 304.15 24.30 934.22 3.0711.4 273.47 343.77 0.14 343.91 16.80 1588.46 4.6210.3 173.42 359.77 0.13 359.90 27.80 814.71 2.2610.8 213.44 388.70 0.12 388.82 21.80 1119.48 2.88
g' cu s'v s1=s'v+Ds sc
(kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
Cc CrStt
(m)0.00
2.00172.22 1.4600 0.1095 3.02 0.02006 3.0227.78 0.1600 0.0256 0.62 0.00020 0.6230.00 0.18 0.0295 0.48 0.00029 0.4855.56 0.4100 0.0741 0.76 0.00010 0.76
- - - - - 0.0035.00 0.23 0.0382 0.60 0.00005 0.6026.67 0.15 0.0237 0.40 0.00000 0.4038.89 0.2600 0.0450 0.68 0.00001 0.6832.22 0.2000 0.0334 0.60 0.00001 0.60
Settlement 20.7184 mm
wL e0 e0
LONG TERM SETTLEMENT AFTER TERZAGHI
= 1 m
= 1 m
= 23.0 kN OK
= 23.0Depth of Foundation (Df) = 1 m Location : BH-22
Depth (m)Soil Type
Thick Em
From To (m)0.00 1.0 Gravelly Sand 1 3 3600 0.21.00 8.0 Gravelly Sand 7 3 3600 0.28.00 12.5 Very Soft Clay 4.45 2 2010 0.3
12.45 18.0 Soft Clay 5.55 2 2010 0.318.00 20.0 Soft Organic Clay 2.00 3 3015 0.320.00 27.0 Soft Organic Clay 6.95 5 5025 0.326.95 39.0 Very Stiff Clay 12.05 18 18090 0.3539.00 45.5 Medium Dense To Dense Sand 6.45 30 36000 0.3
ELASTIC SETTLEMENT SETTLEMENT
1.00
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr(kN/m2)
Df/B =
Settlement location : centerH = 4.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.757655
0.87374
0.015386
0.519289
1.122371
Therefore : 1.249721
from graph
0.65Se = 0.013083 m
13.08343 mm
14.6966 mm
For All Calculation See Note Tab.
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
Eavg DsPI
6.2 - 3.10
0.3 2665
6.2 - 27.90 2.07 29.97 - -7.5 13.34 22.89 0.22 23.11 65.20 37.987.5 13.34 60.39 0.10 60.49 52.40 43.907.5 20.01 88.70 0.06 88.76 39.40 78.237.8 33.35 123.30 0.04 123.35 37.30 134.479 120.06 204.64 0.03 204.67 52.70 393.65
11.2 - 294.98 0.01 294.99 - -
mavgg' cu s'v s1=s'v+Ds sc
(kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
OCR Cc CrStt
(m)0.00
- - - - - - 0.001.66 99.20 0.61 0.0458 1.53 0.00033 1.530.73 83.00 0.5500 0.0413 1.46 0.00088 1.460.88 64.00 0.7000 0.0675 1.50 0.00017 1.501.09 65.00 0.48 0.0634 1.36 0.00021 1.361.92 78.00 0.3700 0.0278 0.94 0.00001 0.94
- - - - - - 0.00Settlement 1.6132 mm
wL e0 e0
LONG TERM SETTLEMENT AFTER TERZAGHI
= 1 m
= 1 m
= 50.0 kN OK
= 50.0Depth of Foundation (Df) = 1 m Location : BH-01
Depth (m)Soil Type
Thick Em
From To (m)0.00 1.0 Stiff Silt 1 16 12256 0.31.00 3.0 Very Stiff Clay 1.95 17 13022 0.352.95 9.0 Stiff Silt 6 10 7660 0.38.95 9.7 Stiff Organic Clay 0.70 12 9192 0.39.65 10.0 Stiff Clay 0.35 12 9192 0.3
10.00 13.0 Silty Sand Medium Dense 3 13 9958 0.313.00 15.0 Sand Medium Dense 2 17 13022 0.315.00 21.0 Sand Medium Dense 6 16 12256 0.321.00 21.5 Sandy Clay 0.45 24 18384 0.3521.45 23.0 Sandy Silt 1.5 16 12256 0.322.95 23.5 Stiff Clay 0.55 13 9958 0.323.50 25.5 Stiff Clay 2 13 9958 0.325.50 27.5 Very Stiff Clay 1.95 22 16852 0.3527.45 30.5 Very Stiff Clay 3 32 24512 0.35
ELASTIC SETTLEMENT SETTLEMENT
1.00
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr(kN/m2)
Df/B =
Settlement location : centerH = 4.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.757655
0.87374
0.015386
0.519289
1.122371
Therefore : 1.134403
from graph
0.65Se = 0.007405 m
7.405064 mm
24.8677 mm
For All Calculation See Note Tab.
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
Eavg DsPI
9.31 106.72 4.65
0.3 8993
10.19 113.39 19.25 12.82 32.06 31.80 498.079.31 66.70 57.11 1.41 58.52 71.80 177.559.31 80.04 88.30 0.58 88.88 71.80 213.079.31 80.04 93.19 0.52 93.70 71.80 213.078.11 - 106.98 0.38 107.36 - -9.11 - 128.26 0.33 128.59 - -9.11 - 164.70 0.15 164.85 - -
12.11 160.08 194.75 0.11 194.86 41.80 604.8510.11 106.72 205.06 0.09 205.15 41.80 403.239.31 86.71 215.20 0.09 215.30 51.80 287.449.31 86.71 227.07 0.08 227.15 51.80 287.44
11.11 146.74 247.21 0.07 247.28 31.80 644.5612.11 213.44 276.21 0.06 276.27 31.80 937.54
mavgg' cu s'v s1=s'v+Ds sc
(kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
OCR Cc CrStt
(m)0.51
25.88 43.33 0.30 0.0528 0.51 0.0151 0.513.11 87.78 0.70 0.0525 0.51 0.0022 0.512.41 87.78 0.7000 0.0525 0.51 0.0001 0.512.29 87.78 0.7000 0.0525 0.51 0.0000 0.51
- - 0.00 - - - 0.51- - 0.0000 - - - 0.00- - 0.0000 - - - 0.00
3.11 54.44 0.40 0.0722 0.50 0.0000 0.501.97 54.44 0.40 0.0722 0.50 0.0000 0.501.34 65.56 0.5000 0.0375 0.87 0.0000 0.871.27 65.56 0.5000 0.0375 0.87 0.0000 0.872.61 43.33 0.30 0.0528 0.70 0.0000 0.703.39 43.33 0.3000 0.0528 0.70 0.0000 0.70
Settlement 17.4627 mm
wL e0 e0
LONG TERM SETTLEMENT AFTER TERZAGHI
= 1 m
= 1 m
= 42.0 kN OK
= 42.0Depth of Foundation (Df) = 2 m Location : BH-01
Depth (m)Soil Type
Thick Em
From To (m)0.00 1.0 Stiff Silt 1 16 12256 0.31.00 2.0 Very Stiff Clay 1 17 13022 0.32.00 3.0 Very Stiff Clay 0.95 17 13022 0.352.95 9.0 Stiff Silt 6 10 7660 0.38.95 9.7 Stiff Organic Clay 0.70 12 9192 0.39.65 10.0 Stiff Clay 0.35 12 9192 0.3
10.00 13.0 Silty Sand Medium Dense 3 13 9958 0.313.00 15.0 Sand Medium Dense 2 17 13022 0.315.00 21.0 Sand Medium Dense 6 16 12256 0.321.00 21.5 Sandy Clay 0.45 24 18384 0.3521.45 23.0 Sandy Silt 1.5 16 12256 0.322.95 23.5 Stiff Clay 0.55 13 9958 0.323.50 25.5 Stiff Clay 2 13 9958 0.325.50 27.5 Very Stiff Clay 1.95 22 16852 0.3527.45 30.5 Very Stiff Clay 3 32 24512 0.35
ELASTIC SETTLEMENT SETTLEMENT
2.00
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr(kN/m2)
Df/B =
Settlement location : centerH = 4.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.75765471
0.87373985
0.01538644
0.51928902
1.12237124
Therefore : 1.64166025
from graph
0.65Se = 0.00959481 m
9.59480756 mm
24.7831 mm
For All Calculation See Note Tab.
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
Eavg DsPI
9.31 106.72 4.6510.19 113.39 14.40
0.3 8466
10.19 113.39 15.03 19.30 34.34 71.80 301.849.31 66.70 47.80 1.71 49.51 71.80 177.559.31 80.04 78.99 0.61 79.60 71.80 213.079.31 80.04 83.88 0.54 84.42 71.80 213.078.11 - 97.67 0.38 98.05 - -9.11 - 118.95 0.25 119.19 - -9.11 - 155.39 0.16 155.55 - -
12.11 160.08 185.44 0.07 185.51 41.80 604.8510.11 106.72 195.75 0.09 195.84 41.80 403.239.31 86.71 205.89 0.09 205.98 51.80 287.449.31 86.71 217.76 0.07 217.83 51.80 287.44
11.11 146.74 237.90 0.06 237.97 31.80 644.5612.11 213.44 266.90 0.05 266.95 31.80 937.54
mavgg' cu s'v s1=s'v+Ds sc
(kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
OCR Cc CrStt
(m)0.510.51
20.08 87.78 0.7000 0.0525 0.51 0.0119 0.513.71 87.78 0.7000 0.0525 0.51 0.0032 0.512.70 87.78 0.7000 0.0525 0.51 0.0001 0.512.54 87.78 0.7000 0.0525 0.51 0.0000 0.51
- - 0.00 - - - 0.00- - 0.0000 - - - 0.00- - 0.0000 - - - 0.50
3.26 54.44 0.40 0.0722 0.50 0.0000 0.502.06 54.44 0.40 0.0722 0.87 0.0000 0.871.40 65.56 0.5000 0.0375 0.87 0.0000 0.871.32 65.56 0.5000 0.0375 0.70 0.0000 0.702.71 43.33 0.30 0.0528 0.70 0.0000 0.703.51 43.33 0.3000 0.0528 0.70 0.0000 0.70
Settlement 15.1883 mm
wL e0 e0
LONG TERM SETTLEMENT AFTER TERZAGHI
= 1 m
= 1 m
= 30.0 kN OK
= 30.0Depth of Foundation (Df) = 3 m Location : BH-01
Depth (m)Soil Type
Thick Em
From To (m)0.00 1.0 Stiff Silt 1 16 12256 0.31.00 3.0 Very Stiff Clay 1.95 17 13022 0.352.95 9.0 Stiff Silt 6 10 7660 0.38.95 9.7 Stiff Organic Clay 0.70 12 9192 0.39.65 10.0 Stiff Clay 0.35 12 9192 0.3
10.00 13.0 Silty Sand Medium Dense 3 13 9958 0.313.00 15.0 Sand Medium Dense 2 17 13022 0.315.00 21.0 Sand Medium Dense 6 16 12256 0.321.00 21.5 Sandy Clay 0.45 24 18384 0.3521.45 23.0 Sandy Silt 1.5 16 12256 0.322.95 23.5 Stiff Clay 0.55 13 9958 0.323.50 25.5 Stiff Clay 2 13 9958 0.325.50 27.5 Very Stiff Clay 1.95 22 16852 0.3527.45 30.5 Very Stiff Clay 3 32 24512 0.35
ELASTIC SETTLEMENT SETTLEMENT
3.00
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr(kN/m2)
Df/B =
Settlement location : centerH = 4.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.757655
0.87374
0.015386
0.519289
1.122371
Therefore : 2.774018
from graph
0.67Se = 0.012865 m
12.86472 mm
24.1695 mm
For All Calculation See Note Tab.
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
Eavg DsPI
9.31 106.72 4.6510.19 113.39 19.25
0.3 7888
9.31 66.70 57.11 7.50 64.61 71.80 177.559.31 80.04 88.30 0.56 88.85 71.80 213.079.31 80.04 93.19 0.48 93.67 71.80 213.078.11 - 106.98 0.33 107.31 - -9.11 - 128.26 0.21 128.46 - -9.11 - 164.70 0.13 164.83 - -
12.11 160.08 194.75 0.08 194.83 41.80 604.8510.11 106.72 205.06 0.07 205.13 41.80 403.239.31 86.71 215.20 0.07 215.27 51.80 287.449.31 86.71 227.07 0.06 227.13 51.80 287.44
11.11 146.74 247.21 0.05 247.26 31.80 644.5612.11 213.44 276.21 0.04 276.25 31.80 937.54
mavgg' cu s'v s1=s'v+Ds sc
(kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
OCR Cc CrStt
(m)0.510.51
3.11 87.78 0.70 0.0525 0.51 0.0112 0.512.41 87.78 0.7000 0.0525 0.51 0.0001 0.512.29 87.78 0.7000 0.0525 0.51 0.0000 0.51
- - 0.00 - - - 0.51- - 0.0000 - - - 0.00- - 0.0000 - - - 0.00
3.11 54.44 0.40 0.0722 0.50 0.0000 0.501.97 54.44 0.40 0.0722 0.50 0.0000 0.501.34 65.56 0.5000 0.0375 0.87 0.0000 0.871.27 65.56 0.5000 0.0375 0.87 0.0000 0.872.61 43.33 0.30 0.0528 0.70 0.0000 0.703.39 43.33 0.3000 0.0528 0.70 0.0000 0.70
Settlement 11.3048 mm 0.70
wL e0 e0
LONG TERM SETTLEMENT AFTER TERZAGHI
= 1 m
= 1 m
= 79.8 kN OK
= 79.8Depth of Foundation (Df) = 1 m Location : BH-01
Depth (m)Soil Type
Thick Em
From To (m)0.00 1.0 Silty Coral Gravel 1 9 6894 0.251.00 7.0 Silty Coral Gravel 6 9 6894 0.257.00 8.5 Silty Coral Gravel 1.5 38 29108 0.358.50 11.0 Silty Coral Gravel 2.50 13 9958 0.3
11.00 12.0 Medium Stiff Clay 0.95 4 3064 0.311.95 17.0 Soft Clay 5 2 1532 0.2516.95 22.0 Soft Clay 5 2 1532 0.321.95 24.0 Medium Stiff Clay 2.05 4 3064 0.324.00 25.0 Silty Sand 1 26 19916 0.325.00 30.5 Medium Dense Sand 5.45 27 20682 0.35
ELASTIC SETTLEMENT SETTLEMENT
1.00
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr(kN/m2)
Df/B =
Settlement location : centerH = 4.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.757655
0.87374
0.015386
0.519289
1.122371
Therefore : 1.210576
from graph
0.65Se = 0.010545 m
10.54524 mm
10.5452 mm
For All Calculation See Note Tab.
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
Eavg DsPI
6 - 3.00
0.3 10992
6 - 24.00 4.99 28.99 - -9 - 48.75 1.33 50.08 - -7 - 64.25 0.84 65.09 - -
7.6 26.68 76.61 0.61 77.22 71.80 71.026 13.34 95.22 0.38 95.60 41.80 50.406 13.34 125.22 0.32 125.54 41.80 50.40
7.6 26.68 148.01 0.15 148.16 31.80 117.198 - 159.80 0.13 159.93 - -
8.5 - 186.96 0.10 187.06 - -
mavgg' cu s'v s1=s'v+Ds sc
(kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
OCR Cc CrStt
(m)0.58
- - 0.00 - - - 0.58- - 0.00 - - - 0.00- - 0.0000 - - - 0.90
0.93 87.78 0.7000 0.0525 1.24 0.0010 1.240.53 54.44 0.40 0.0722 0.90 0.0018 0.900.40 54.44 0.4000 0.0722 0.45 0.0015 0.450.79 43.33 0.3000 0.0528 0.50 0.0002 0.50
- - 0.00 - - - 0.00- - 0.00 - - - 0.55
Settlement 4.5426 mm
wL e0 e0
LONG TERM SETTLEMENT AFTER TERZAGHI
= 1 m
= 1 m
= 100.0 kN OK
= 100.0Depth of Foundation (Df) = 2 m Location : BH-01
Depth (m)Soil Type
Thick Em
From To (m)0.00 1.0 Silty Coral Gravel 1 9 6894 0.251.00 7.0 Silty Coral Gravel 6 9 6894 0.257.00 8.5 Silty Coral Gravel 1.5 38 29108 0.358.50 11.0 Silty Coral Gravel 2.50 13 9958 0.3
11.00 12.0 Medium Stiff Clay 0.95 4 3064 0.311.95 17.0 Soft Clay 5 2 1532 0.2516.95 22.0 Soft Clay 5 2 1532 0.321.95 24.0 Medium Stiff Clay 2.05 4 3064 0.324.00 25.0 Silty Sand 1 26 19916 0.325.00 30.5 Medium Dense Sand 5.45 27 20682 0.35
ELASTIC SETTLEMENT SETTLEMENT
2.00
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr(kN/m2)
Df/B =
Settlement location : centerH = 4.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.757655
0.87374
0.015386
0.519289
1.122371
Therefore : 1.210576
from graph
0.65Se = 0.013215 m
13.21459 mm
13.2146 mm
For All Calculation See Note Tab.
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
Eavg DsPI
6 - 3.00
0.3 10992
6 - 24.00 6.25 30.25 - -9 - 48.75 1.66 50.41 - -7 - 64.25 1.05 65.30 - -
7.6 26.68 76.61 0.76 77.37 6.80 197.406 13.34 95.22 0.48 95.70 41.80 50.406 13.34 125.22 0.40 125.62 41.80 50.40
7.6 26.68 148.01 0.19 148.20 31.80 117.198 - 159.80 0.17 159.97 - -
8.5 - 186.96 0.12 187.08 - -
mavgg' cu s'v s1=s'v+Ds sc
(kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
OCR Cc CrStt
(m)0.58
- - 0.00 - - - 0.58- - 0.00 - - - 0.00- - 0.0000 - - - 0.90
2.58 15.56 0.0500 0.0043 1.24 0.0000 1.240.53 54.44 0.40 0.0722 0.90 0.0023 0.900.40 54.44 0.4000 0.0722 0.45 0.0019 0.450.79 43.33 0.3000 0.0528 0.50 0.0002 0.50
- - 0.00 - - - 0.00- - 0.00 - - - 0.55
Settlement 4.4253 mm
wL e0 e0
LONG TERM SETTLEMENT AFTER TERZAGHI
= 1 m
= 1 m
= 97.2 kN OK
= 97.2Depth of Foundation (Df) = 3 m Location : BH-01
Depth (m)Soil Type
Thick Em
From To (m)0.00 1.0 Silty Coral Gravel 1 9 6894 0.251.00 7.0 Silty Coral Gravel 6 9 6894 0.257.00 8.5 Silty Coral Gravel 1.5 38 29108 0.358.50 11.0 Silty Coral Gravel 2.50 13 9958 0.3
11.00 12.0 Medium Stiff Clay 0.95 4 3064 0.311.95 17.0 Soft Clay 5 2 1532 0.2516.95 22.0 Soft Clay 5 2 1532 0.321.95 24.0 Medium Stiff Clay 2.05 4 3064 0.324.00 25.0 Silty Sand 1 26 19916 0.325.00 30.5 Medium Dense Sand 5.45 27 20682 0.35
ELASTIC SETTLEMENT SETTLEMENT
3.00
Bg
Lg
Pg
Pg kN/m2
N'-SPTavr(kN/m2)
Df/B =
Settlement location : centerH = 4.00 m
Thus a = 4m' = 1n' = 8
From the parameter above we obtain :Ao = 0.757655
0.757655
0.015386
0.482338
0.019589
Therefore : 0.494403
from graph
0.65Se = 0.005246 m
5.245767 mm
5.2458 mm
A1 =
A2 =
F1 =
F2 =
Is =
If =
=
ST =
Eavg DsPI
6 - 3.00
0.3 10992
6 - 24.00 6.08 30.08 - -9 - 48.75 1.62 50.37 - -7 - 64.25 1.02 65.27 - -
7.6 26.68 76.61 0.74 77.35 71.80 71.026 13.34 95.22 0.47 95.69 41.80 50.406 13.34 125.22 0.39 125.61 41.80 50.40
7.6 26.68 148.01 0.18 148.19 31.80 117.198 - 159.80 0.16 159.96 - -
8.5 - 186.96 0.12 187.08 - -
mavgg' cu s'v s1=s'v+Ds sc
(kN/m2) (kN/m3) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN/m2)
OCR Cc CrStt
(m)0.58
- - 0.00 - - - 0.58- - 0.00 - - - 0.00- - 0.0000 - - - 0.90
0.93 87.78 0.7000 0.0525 1.24 0.0012 1.240.53 54.44 0.40 0.7000 0.90 0.0022 0.900.40 54.44 0.4000 0.7000 0.45 0.0018 0.450.79 43.33 0.3000 0.0528 0.50 0.0002 0.50
- - 0.00 - - - 0.00- - 0.00 - - - 0.55
Settlement 5.5305 mm
wL e0 e0
Note :
PI = 0.9 (LL-8) Mekanika Tanah (Prinsip-prinsip Rek. Geoteknik)Braja M. DasHal 54
Cc = 0.009(LL-10)Mekanika Tanah (Prinsip-prinsip Rek. Geoteknik)Braja M. DasHal 195
Q all shall include : Qall = A+B+C+Dwhere : A = External load
B, C = Weight of soilD = Weight of foundation
B
A
CD