Nusa INtan Stp_slopES

W

W

Material

NameColor

Unit Weight

(kN/m3)Strength Type

Cohesion

(kPa)

Phi

(deg)

Water

Surface

Sat. Unit

Weight

(kN/m3)

Hu Type

soil 1 19 Mohr-Coulomb 2 30Water

Surface20 Constant

SECTION X-X SLOPE

140

120

100

80

60

40

-80 -60 -40 -20 0 20 40 60 80 100 120

Analysis Description

CompanyScale1:804

Drawn By

File NameNusa INtan Stp_slope_X.slim

Date13/07/2015, 14:15:20

Project

SLIDE - An Interactive Slope Stability Program

SLIDE 6.025

1.3101.310

W

W

1.3101.310

1.5261.526

SECTION X-X SLOPE ANALYSIS SLIP CIRCLE

FACTOR OF SAFETY >1.3

THEREFORE SATISFACTORY

Safety Factor

1.326

1.526

1.726

1.926

2.126

2.326+

140

120

100

80

60

40

-60 -40 -20 0 20 40 60 80 100 120 140


CompanyScale1:833

Drawn By


Date13/07/2015, 14:15:20

Project


SLIDEINTERPRET 6.025

Slide Analysis Information


Project Summary

File Name: Nusa INtan Stp_slope_X.slim

Slide Modeler Version: 6.025

Project Title: SLIDE - An Interactive Slope Stability Program

Date Created: 13/07/2015, 14:15:20

General Settings

Units of Measurement: Metric Units

Time Units: days

Permeability Units: meters/second

Failure Direction: Right to Left

Data Output: Standard

Maximum Material Properties: 20

Maximum Support Properties: 20

Analysis Options

Analysis Methods Used

Bishop simplified

Number of slices: 25

Tolerance: 0.005

Maximum number of iterations: 50

Check malpha < 0.2: Yes

Initial trial value of FS: 1

Steffensen Iteration: Yes

Groundwater Analysis

Groundwater Method: Water Surfaces

Pore Fluid Unit Weight: 9.81 kN/m3

Advanced Groundwater Method: None

Random Numbers

Pseudo-random Seed: 10116

Random Number Generation Method: Park and Miller v.3


CompanyScaleDrawn By


Date13/07/2015, 14:15:20

Project



Surface Options

Surface Type: Circular

Search Method: Grid Search

Radius Increment: 50

Composite Surfaces: Disabled

Reverse Curvature: Create Tension Crack

Minimum Elevation: Not Defined

Minimum Depth: Not Defined

Material Properties

soil 1Property

___Color

Mohr-CoulombStrength Type

19Unsaturated Unit Weight [kN/m3]

20Saturated Unit Weight [kN/m3]

2Cohesion [kPa]

30Friction Angle [deg]

Water TableWater Surface

1Hu Value

Global Minimums

Method: bishop simplified

FS: 1.310260

Center: 21.396, 124.758

Radius: 50.187

Left Slip Surface Endpoint: 32.005, 75.706

Right Slip Surface Endpoint: 54.931, 87.420

Resisting Moment=20778.5 kN-m

Driving Moment=15858.3 kN-m

Total Slice Area=36.6239 m2

Slice Data

Global Minimum Query (bishop simplified) - Safety Factor: 1.31026

Effective

Normal Stress

[kPa]

Pore

Pressure

[kPa]

Base

Normal Stress

[kPa]

Shear

Strength

[kPa]

Shear

Stress

[kPa]

Base

Friction Angle

[degrees]

Base

Cohesion

[kPa]

Base

Material

Weight

[kN]

Width

[m]

Slice

Number

2.5522602.552263.473552.65104302soil 12.888740.9170411

8.0347608.034766.638875.06683302soil 18.507850.9170412

13.1185013.11859.573987.30693302soil 113.8080.9170413

17.8065017.806512.28069.37264302soil 118.78460.9170414




Date13/07/2015, 14:15:20

Project



22.1012022.101214.760111.265302soil 123.43250.9170415

26.0046026.004617.013812.9851302soil 127.7460.9170416

29.5183029.518319.042414.5333302soil 131.7190.9170417

32.6432032.643220.846615.9103302soil 135.34470.9170418

35.3801035.380122.426717.1162302soil 138.61580.9170419

37.7287037.728723.782718.1511302soil 141.52410.91704110

36.6488036.648823.159217.6753302soil 140.73270.91704111

29.8505029.850519.234214.6797302soil 133.61560.91704112

23.6463023.646315.652211.9459302soil 127.03540.91704113

24.2684024.268416.011312.2199302soil 128.01490.91704114

25.9617025.961716.98912.9661302soil 130.23310.91704115

27.2388027.238817.726313.5288302soil 132.02150.91704116

28.0961028.096118.221313.9066302soil 133.36490.91704117

28.5294028.529418.471414.0975302soil 134.24650.91704118

28.534028.53418.474214.0996302soil 134.64760.91704119

28.1048028.104818.226313.9104302soil 134.54770.91704120

27.2356027.235617.724513.5275302soil 133.9240.91704121

25.9198025.919816.964812.9477302soil 132.75090.91704122

23.887023.88715.791212.052302soil 130.67450.91704123

15.5625015.562510.9858.38383302soil 120.67250.91704124

4.5488304.548834.626273.5308302soil 17.001760.91704125

Interslice Data


Interslice

Force Angle

[degrees]

Interslice

Shear Force

[kN]

Interslice

Normal Force

[kN]

Y

coordinate - Bottom

[m]

X

coordinate

[m]

Slice

Number

00075.705632.00471

001.8955875.91332.92172

004.71876.138533.83873

008.2010776.382434.75584

0012.096776.645135.67285

0016.174976.926736.58996

0020.223377.227837.50697

0024.047777.548538.42398

0027.471977.889439.3419

0030.338378.250940.25810

0032.507678.633441.175111

0033.863679.037642.092112

0034.565379.463943.009113

0034.872379.912943.926214

0034.580580.385544.843215

0033.541380.882345.760316

0031.699181.404346.677317




Date13/07/2015, 14:15:20

Project



0029.024581.952247.594318

0025.516482.527148.511419

0021.204883.130249.428420

0016.153583.762650.345521

0010.463984.425851.262522

004.2794785.121352.179523

00-2.1233685.850853.096624

00-6.368386.616354.013625

00087.4254.930726

List Of Coordinates

Water Table

YX

58.0695-15

59.98212.829

72.73356.66

80.861987.97

External Boundary

YX

50-15

5087.97

87.4287.97

87.4262.97

87.4252.87

81.1843.52

81.1841.32

75.6531.91

75.6529.91

71.0621.4

71.0619.14

65.847.64

65.845.1

60.890

60.89-15




Date13/07/2015, 14:15:20

Project



W

W

Material

NameColor

Unit Weight

(kN/m3)

Sat. Unit

Weight

(kN/m3)

Strength TypeCohesion

(kPa)

Phi

(deg)

Water

SurfaceHu Type

soil 1 19 20 Mohr-Coulomb 2 30Water

SurfaceConstant

SECTION Y-Y SLOPE

140

120

100

80

60

40

-80 -60 -40 -20 0 20 40 60 80 100 120


CompanyScale1:802

Drawn By

File NameNusa INtan Stp_slope_Y.slim

Date13/07/2015, 14:15:20

Project


SLIDE 6.025

1.4241.424

W

W

1.4241.424

SECTION Y-Y SLOPE SLIP CIRCLE ANALYSIS

FACTOR OF SAFETY . 1.3

THEREFORE SATISFACTORY

1.500

1.750

Safety Factor

1.000

1.250

1.500

1.750

2.000

2.250+

140

120

100

80

60

40

-60 -40 -20 0 20 40 60 80 100 120 140


CompanyScale1:833

Drawn By


Date13/07/2015, 14:15:20

Project



Slide Analysis Information


Project Summary

File Name: Nusa INtan Stp_slope_Y.slim

Slide Modeler Version: 6.025

Project Title: SLIDE - An Interactive Slope Stability Program

Date Created: 13/07/2015, 14:15:20

General Settings

Units of Measurement: Metric Units

Time Units: days

Permeability Units: meters/second

Failure Direction: Right to Left

Data Output: Standard

Maximum Material Properties: 20

Maximum Support Properties: 20

Analysis Options

Analysis Methods Used

Bishop simplified

Janbu simplified

Number of slices: 25

Tolerance: 0.005

Maximum number of iterations: 50

Check malpha < 0.2: Yes

Initial trial value of FS: 1

Steffensen Iteration: Yes

Groundwater Analysis

Groundwater Method: Water Surfaces

Pore Fluid Unit Weight: 9.81 kN/m3

Advanced Groundwater Method: None

Random Numbers

Pseudo-random Seed: 10116

Random Number Generation Method: Park and Miller v.3




Date13/07/2015, 14:15:20

Project



Surface Options

Surface Type: Circular

Search Method: Grid Search

Radius Increment: 50

Composite Surfaces: Disabled

Reverse Curvature: Create Tension Crack

Minimum Elevation: Not Defined

Minimum Depth: Not Defined

Material Properties

soil 1Property

___Color

Mohr-CoulombStrength Type

19Unsaturated Unit Weight [kN/m3]

20Saturated Unit Weight [kN/m3]

2Cohesion [kPa]

30Friction Angle [deg]

Water TableWater Surface

1Hu Value

Global Minimums

Method: bishop simplified

FS: 1.424450

Center: 5.596, 130.830

Radius: 58.991



Resisting Moment=61046.7 kN-m

Driving Moment=42856.5 kN-m


Method: janbu simplified

FS: 1.379740

Center: 7.853, 124.758

Radius: 52.815



Resisting Horizontal Force=983.535 kN

Driving Horizontal Force=712.843 kN





Date13/07/2015, 14:15:20

Project



Slice Data


Effective

Normal Stress

[kPa]

Pore

Pressure

[kPa]

Base

Normal Stress

[kPa]

Shear

Strength

[kPa]

Shear

Stress

[kPa]

Base

Friction Angle

[degrees]

Base

Cohesion

[kPa]

Base

Material

Weight

[kN]

Width

[m]

Slice

Number

6.0715806.071585.505433.86495302soil 18.718651.32831

18.0849018.084912.44138.73411302soil 125.76741.32832

29.3355029.335518.936913.2942302soil 142.03521.32833

39.834039.83424.998217.5494302soil 157.5131.32834

49.5888049.588830.630121.5031302soil 172.19091.32835

57.0936057.093634.96324.5449302soil 183.84671.32836

52.8769052.876932.528522.8358302soil 178.43831.32837

47.1448047.144829.219120.5125302soil 170.67681.32838

51.9888051.988832.015822.4759302soil 178.65051.32839

58.8564058.856435.980825.2594302soil 189.84471.328310

64.9941064.994139.524427.7471302soil 1100.1421.328311

70.4006070.400642.645929.9385302soil 1109.5171.328312

74.4624074.462444.990931.5848302soil 1116.9921.328313

67.7366067.736641.107828.8587302soil 1107.6281.328314

56.9519056.951934.881224.4875302soil 191.62191.328315

46.2535046.253528.704420.1512302soil 175.4311.328316

44.5603044.560327.726919.465302soil 173.55851.328317

45.6479045.647928.354919.9059302soil 176.23931.328318

45.9724045.972428.542220.0373302soil 177.73381.328319

45.5213045.521328.281719.8545302soil 177.98311.328320

44.2802044.280227.565219.3515302soil 176.92041.328321

42.2329042.232926.383218.5217302soil 174.46961.328322

38.1974038.197424.053316.886302soil 168.50191.328323

24.0845024.084515.905211.1659302soil 144.45691.328324

7.4337307.433736.291864.41705302soil 115.11181.328325

Global Minimum Query (janbu simplified) - Safety Factor: 1.37974

Effective

Normal Stress

[kPa]

Pore

Pressure

[kPa]

Base

Normal Stress

[kPa]

Shear

Strength

[kPa]

Shear

Stress

[kPa]

Base

Friction Angle

[degrees]

Base

Cohesion

[kPa]

Base

Material

Weight

[kN]

Width

[m]

Slice

Number

6.5269606.526965.768354.18075302soil 19.155951.321491

19.3079019.307913.14749.5289302soil 127.04531.321492

31.2238031.223820.02714.5151302soil 144.08561.321493

42.2901042.290126.416219.1458302soil 160.26821.321494

52.5204052.520432.322723.4267302soil 175.58251.321495

61.2735061.273537.376227.0893302soil 189.07261.321496

58.8027058.802735.949826.0555302soil 186.43531.321497

52.5477052.547732.338423.438302soil 178.1521.321498

55.8677055.867734.255224.8273302soil 183.98651.321499




Date13/07/2015, 14:15:20

Project



62.8318062.831838.27627.7415302soil 195.44741.3214910

68.9871068.987141.829730.3171302soil 1105.931.3214911

74.3336074.333644.916332.5542302soil 1115.4081.3214912

78.7971078.797147.493534.4221302soil 1123.7371.3214913

74.1419074.141944.805732.474302soil 1117.8871.3214914

63.2259063.225938.503527.9063302soil 1101.9231.3214915

51.8565051.856531.939423.1489302soil 184.85711.3214916

47.5308047.530829.441921.3387302soil 178.91621.3214917

48.1468048.146829.797521.5965302soil 181.04351.3214918

47.9146047.914629.663521.4993302soil 181.83381.3214919

46.8185046.818529.030721.0407302soil 181.20981.3214920

44.8396044.839627.888120.2126302soil 179.08231.3214921

41.9564041.956426.223519.0061302soil 175.34741.3214922

37.9305037.930523.899217.3215302soil 169.5011.3214923

25.1122025.112216.498511.9577302soil 147.49061.3214924

7.7132907.713296.453264.67716302soil 116.18671.3214925

Interslice Data


Interslice

Force Angle

[degrees]

Interslice

Shear Force

[kN]

Interslice

Normal Force

[kN]

Y

coordinate - Bottom

[m]

X

coordinate

[m]

Slice

Number

00072.234212.40941

004.0852672.40413.73772

0012.019672.604515.0663

0022.821172.836216.39434

0035.569173.099317.72265

0049.40173.394319.05096

0063.194773.721820.37927

0074.363474.082221.70758

0082.938674.476323.03589

0090.419974.904624.364110

0096.577675.368125.692411

00100.84475.867527.020712

00102.70776.40428.34913

00101.73376.978529.677314

0098.351477.592431.005615

0093.485878.246932.333916

0087.929478.943733.662217

0080.68579.684534.990518

0071.122680.471236.318819

0059.267781.30637.647120

0045.245282.191438.975421

0029.291383.130140.303722




Date13/07/2015, 14:15:20

Project



0011.770284.125541.63223

00-6.2031685.181242.960324

00-18.405186.301544.288625

00087.491445.616926

Global Minimum Query (janbu simplified) - Safety Factor: 1.37974

Interslice

Force Angle

[degrees]

Interslice

Shear Force

[kN]

Interslice

Normal Force

[kN]

Y

coordinate - Bottom

[m]

X

coordinate

[m]

Slice

Number

00072.126112.24261

004.6950972.25313.56412

0014.183972.413714.88553

0027.28672.608216.2074

0042.900372.837217.52855

0060.000473.100918.856

0077.465473.420.17157

0092.188573.73521.4938

00103.62274.106822.81459

00113.56174.51624.13610

00122.08874.963625.457511

00128.53975.450726.77912

00132.3275.978528.100513

00132.90576.548229.421914

00130.34577.161530.743415

00125.58677.819932.064916

00119.58378.525433.386417

00111.89679.280334.707918

00101.59180.08736.029419

0088.723980.948437.350920

0073.480981.867738.672421

0056.192582.848839.993922

0037.359683.896241.315423

0017.806485.015142.636924

003.5569886.211643.958325

00087.493445.279826

List Of Coordinates

Water Table

YX

65.2096-15

68.09620.188

78.91950.854

78.91986.29




Date13/07/2015, 14:15:20

Project



External Boundary

YX

50-15

5086.29

87.4386.29

87.4356.29

87.5142.39

81.5533.29

81.5529.29

77.0122.51

77.0119.78

72.10512.21

72.1057.89

69.470

69.47-15




Date13/07/2015, 14:15:20

Project



Nusa INtan Stp_slopES

Documents

Transcript of Nusa INtan Stp_slopES