CE3116 Project Part 1 KoKrrected

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Depth (m) SPT-N valu Kspt Kb 0 0 0 0 0 2 30 0 0 0 2.5 0 2 30 14 0 268.1202 2.5 0 2 30 10 0 191.5144 3.3 0 2 30 10 0 191.5144 3.3 7 2 30 16 238.2961 306.4231 4 7 2 30 16 238.2961 306.4231 4 5 2 30 20 170.777 383.0289 6.3 5 2 30 26 170.777 497.9375 6.3 5 2 30 26 170.777 497.9375 9.3 5 2 30 32 170.777 612.8462 9.3 8 2 30 40 273.2432 766.0577 10 8 2 30 46 273.2432 880.9664 10 8 2 30 60 274.1479 1149.087 12.3 8 2 30 54 274.1479 1034.178 12.3 10 2.5 30 67.5 342.6849 1034.178 15.3 10 2.5 30 82.5 342.6849 1263.995 15.3 13 2.5 30 87.5 445.4904 1340.601 17 13 2.5 30 95 445.4904 1455.51 17 13 2.5 30 117.5 446.9607 1800.236 18.3 13 2.5 30 195 446.9607 2987.625 18.3 16 1.5 30 150 550.1054 3830.289 21.3 16 1.5 30 150 550.1054 3830.289 21.3 20 1.5 30 150 687.6318 3830.289 24.3 20 687.6318 24.3 23 790.7766 27.3 23 790.7766 27.3 30 1031.448 30.3 30 1031.448 30.3 27 928.3029 32 27 928.3029 32 27 931.3566 33.3 27 931.3566 33.3 33 1138.325 36.3 33 1138.325 36.3 35 1207.314 39.3 35 1207.314 39.3 38 1310.798 42.3 38 1310.798 42.3 47 1621.25 45.3 47 1621.25 45.3 78 2690.586 48.3 78 2690.586

description

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Transcript of CE3116 Project Part 1 KoKrrected

Page 1: CE3116 Project Part 1 KoKrrected

Depth (m) SPT-N valu Kspt Kb 0 0 00 0 2 30 0 0 0

2.5 0 2 30 14 0 268.12022.5 0 2 30 10 0 191.51443.3 0 2 30 10 0 191.51443.3 7 2 30 16 238.2961 306.4231

4 7 2 30 16 238.2961 306.42314 5 2 30 20 170.777 383.0289

6.3 5 2 30 26 170.777 497.93756.3 5 2 30 26 170.777 497.93759.3 5 2 30 32 170.777 612.84629.3 8 2 30 40 273.2432 766.057710 8 2 30 46 273.2432 880.966410 8 2 30 60 274.1479 1149.087

12.3 8 2 30 54 274.1479 1034.17812.3 10 2.5 30 67.5 342.6849 1034.17815.3 10 2.5 30 82.5 342.6849 1263.99515.3 13 2.5 30 87.5 445.4904 1340.601

17 13 2.5 30 95 445.4904 1455.5117 13 2.5 30 117.5 446.9607 1800.236

18.3 13 2.5 30 195 446.9607 2987.62518.3 16 1.5 30 150 550.1054 3830.28921.3 16 1.5 30 150 550.1054 3830.28921.3 20 1.5 30 150 687.6318 3830.28924.3 20 687.631824.3 23 790.776627.3 23 790.776627.3 30 1031.44830.3 30 1031.44830.3 27 928.3029

32 27 928.302932 27 931.3566

33.3 27 931.356633.3 33 1138.32536.3 33 1138.32536.3 35 1207.31439.3 35 1207.31439.3 38 1310.79842.3 38 1310.79842.3 47 1621.2545.3 47 1621.2545.3 78 2690.58648.3 78 2690.586

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48.3 100 3449.46951.3 100 3449.46951.3 100 3449.46954.3 100 3449.46954.3 100 3449.469

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0 00 0

39.2542 307.3744131.3814 322.8958251.5473 443.0618296.4093 602.8324443.8128 750.2359684.1446 1067.173861.1891 1359.127

996.576 1494.5141381.107 1993.9531861.771 2627.8282414.534 3295.53135.529 4284.6163503.237 4537.4153854.722 4888.94846.091 6110.0865897.543 7238.1446559.657 8015.1677971.607 9771.84210314.84 13302.4712117.33 15947.6213919.82 17750.1117344.55 21174.84

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0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105

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SPT-N v.s Depth

SPT-N value

Axis Title

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Diameter 0.9

Driven Boredyb 1.7 2ys 1.5 1.6

Kb1 30Kb2 30Kb3 30Kb4 30Kb5 30Kspt1 2Kspt2 2Kspt3 2Kspt4 2Kspt5 2.5Kspt6 1.5

For Driven PileDepth (m) SPT-N value Kspt Kb

0 0 2 30 02.5 0 2 30 03.3 7 2 30 10

4 5 2 30 7.1428571436.3 5 2 30 7.1428571439.3 8 2 30 11.4285714310 8 2 30 11.42857143

12.3 10 2 30 14.2857142915.3 13 2 30 18.57142857

17 13 2 30 18.5714285718.3 16 2 30 22.8571428621.3 20 2 30 28.5714285724.3 23 2 30 32.8571428627.3 30 2 30 42.8571428630.3 27 2 30 38.57142857

32 27 2.5 30 48.2142857133.3 33 2.5 30 58.9285714336.3 35 2.5 30 62.539.3 38 2.5 30 67.8571428642.3 47 2.5 30 83.9285714345.3 78 2.5 30 139.285714348.3 100 1.5 30 107.142857151.3 100 1.5 30 107.142857154.3 100 1.5 30 107.1428571

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For Bored PileDepth (m) SPT-N value Kspt Kb

s SPTq K N

s SPTq K Ns SPTq K N

Page 8: CE3116 Project Part 1 KoKrrected

2.5 0 2 30 03.3 7 2 30 10

4 5 2 30 7.1428571436.3 5 2 30 7.1428571439.3 8 2 30 11.4285714310 8 2 30 11.42857143

12.3 10 2 30 14.2857142915.3 13 2 30 18.57142857

17 13 2 30 18.5714285718.3 16 2 30 22.8571428621.3 20 2 30 28.5714285724.3 23 2 30 32.8571428627.3 30 2 30 42.8571428630.3 27 2 30 38.57142857

32 27 2.5 30 48.2142857133.3 33 2.5 30 58.9285714336.3 35 2.5 30 62.539.3 38 2.5 30 67.8571428642.3 47 2.5 30 83.9285714345.3 78 2.5 30 139.285714348.3 100 1.5 30 107.142857151.3 100 1.5 30 107.142857154.3 100 1.5 30 107.1428571

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s SPTq K Ns SPTq K N

Page 9: CE3116 Project Part 1 KoKrrected

Design Load Comb1 Comb26556.5 5123

c) Pile LengthComb1 Comb2

Driven Pile 48.43 51.73 43.05

Bored Pile 48.43 53.79 43.05

Combination 1

0.00 0.00 0.00 0.000.00 0.00 0.00 0.00

19.79 95.43 19.79 115.2246.45 68.16 66.24 134.4060.59 68.16 126.83 194.9922.62 109.06 149.45 258.5174.32 109.06 223.77 332.83

121.18 136.32 344.95 481.2789.27 177.22 434.21 611.4368.26 177.22 502.48 679.69

193.88 218.12 696.36 914.47242.35 272.65 938.71 1211.35278.70 313.54 1217.41 1530.95363.53 408.97 1580.94 1989.91185.40 368.07 1766.34 2134.41177.22 368.07 1943.56 2311.63499.85 449.86 2443.41 2893.27530.14 477.13 2973.55 3450.68575.58 518.03 3549.14 4067.16711.91 640.72 4261.04 4901.76

1181.46 1063.32 5442.51 6505.82908.82 1363.23 6351.32 7714.55908.82 1363.23 7260.14 8623.37

1726.75 1363.23 8986.90 10350.12

Combination 1

Cummulative sR s bR Rs SPTq K N s sR q DL b b bR A K N

Cummulative sR s bR Rs SPTq K N s sR q DL b b bR A K N Cummulative sR s bR Rs SPTq K N s sR q DL

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0.00 0.00 0.00 0.0019.79 95.43 19.79 115.2246.45 68.16 66.24 134.4060.59 68.16 126.83 194.9922.62 109.06 149.45 258.5174.32 109.06 223.77 332.83

121.18 136.32 344.95 481.2789.27 177.22 434.21 611.4368.26 177.22 502.48 679.69

193.88 218.12 696.36 914.47242.35 272.65 938.71 1211.35278.70 313.54 1217.41 1530.95363.53 408.97 1580.94 1989.91185.40 368.07 1766.34 2134.41177.22 368.07 1943.56 2311.63499.85 449.86 2443.41 2893.27530.14 477.13 2973.55 3450.68575.58 518.03 3549.14 4067.16711.91 640.72 4261.04 4901.76

1181.46 1063.32 5442.51 6505.82908.82 1363.23 6351.32 7714.55908.82 1363.23 7260.14 8623.37

1726.75 1363.23 8986.90 10350.12

New penetration 47.49combi2 471.81

Cummulative sR s bR Rs SPTq K N s sR q DL b b bR A K N Cummulative sR s bR Rs SPTq K N s sR q DL

Page 11: CE3116 Project Part 1 KoKrrected

46.6447.87

Combination 2

0.00 0.00 0.000.00 0.00 0.00

56.13 13.19 69.3340.09 44.16 84.2640.09 84.55 124.6564.15 99.63 163.7964.15 149.18 213.3380.19 229.96 310.15

104.25 289.48 393.72104.25 334.98 439.23128.30 464.24 592.54160.38 625.81 786.18184.44 811.61 996.04240.57 1053.96 1294.53216.51 1177.56 1394.07216.51 1295.71 1512.22264.63 1628.94 1893.56280.66 1982.37 2263.03304.72 2366.09 2670.81376.89 2840.70 3217.59625.48 3628.34 4253.82801.90 4234.22 5036.11801.90 4840.09 5641.99801.90 5991.26 6793.16

Combination 2

s bR RCummulative sRb b bR A K N

s bR RCummulative sRb b bR A K N s bR RCummulative sRb b bR A K N

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0.00 0.00 0.0047.71 12.37 60.0834.08 41.40 75.4834.08 79.27 113.3554.53 93.41 147.9454.53 139.86 194.3968.16 215.59 283.7588.61 271.38 359.9988.61 314.05 402.66

109.06 435.22 544.28136.32 586.69 723.02156.77 760.88 917.65204.48 988.09 1192.57184.04 1103.96 1288.00184.04 1214.72 1398.76224.93 1527.13 1752.06238.56 1858.47 2097.03259.01 2218.21 2477.22320.36 2663.15 2983.51531.66 3401.57 3933.22681.61 3969.58 4651.19681.61 4537.59 5219.20681.61 5616.81 6298.42

s bR RCummulative sRb b bR A K N s bR RCummulative sRb b bR A K N

Page 13: CE3116 Project Part 1 KoKrrected

Driven PileCombination1 Combination2

Design Length 44.38 46.04Design shaft resistance (kN) 5659.50 4247.33Design base resistance (kN) 897.00 875.67Design Load (kN) 6556.5 5123

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Bored PileCombination1 Combination2

44.38 47.195659.50 4378.68

897.00 744.326556.5 5123

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Page 17: CE3116 Project Part 1 KoKrrected

Diameter 1.275

Driven Boredyb 1.7 2ys 1.5 1.6

Kb1 30Kb2 30Kb3 30Kb4 30Kb5 30Kspt1 2Kspt2 2Kspt3 2Kspt4 2Kspt5 2.5Kspt6 1.5

For Driven PileDepth (m) SPT-N value Kspt Kb

0 0 2 30 02.5 0 2 30 03.3 7 2 30 14

4 5 2 30 106.3 5 2 30 109.3 8 2 30 1610 8 2 30 16

12.3 10 2 30 2015.3 13 2 30 26

17 13 2 30 2618.3 16 2 30 3221.3 20 2 30 4024.3 23 2 30 4627.3 30 2 30 6030.3 27 2 30 54

32 27 2.5 30 67.533.3 33 2.5 30 82.536.3 35 2.5 30 87.539.3 38 2.5 30 95

41.04 38 2.5 30 9542.3 47 2.5 30 117.545.3 78 2.5 30 19548.3 100 1.5 30 15051.3 100 1.5 30 15054.3 100 1.5 30 150

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s SPTq K N

s SPTq K Ns SPTq K N

Page 18: CE3116 Project Part 1 KoKrrected

Depth (m) SPT-N value Kspt Kb2.5 0 2 30 03.3 7 2 30 14

4 5 2 30 106.3 5 2 30 109.3 8 2 30 1610 8 2 30 16

12.3 10 2 30 2015.3 13 2 30 26

17 13 2 30 2618.3 16 2 30 3221.3 20 2 30 4024.3 23 2 30 4627.3 30 2 30 6030.3 27 2 30 54

32 27 2.5 30 67.533.3 33 2.5 30 82.536.3 35 2.5 30 87.539.3 38 2.5 30 9542.3 47 2.5 30 117.545.3 78 2.5 30 19548.3 100 1.5 30 15051.3 100 1.5 30 15054.3 100 1.5 30 150

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Page 19: CE3116 Project Part 1 KoKrrected

Design Load Comb1 Comb26556.5 5123

c) Pile LengthComb1 Comb2

Driven Pile 44.3790427306 46.035523528Bored Pile 44.3790427306 47.18705114

Combination 1

0.00 0.00 0.00 0.000.00 0.00 0.00 0.00

39.25 268.12 39.25 307.3792.13 191.51 131.38 322.90

120.17 191.51 251.55 443.0644.86 306.42 296.41 602.83

147.40 306.42 443.81 750.24240.33 383.03 684.14 1067.17177.04 497.94 861.19 1359.13135.39 497.94 996.58 1494.51384.53 612.85 1381.11 1993.95480.66 766.06 1861.77 2627.83552.76 880.97 2414.53 3295.50721.00 1149.09 3135.53 4284.62367.71 1034.18 3503.24 4537.42351.49 1034.18 3854.72 4888.90991.37 1264.00 4846.09 6110.09

1051.45 1340.60 5897.54 7238.14662.11 1455.51 6559.66 8015.17479.46 1455.51 7039.12 8494.63

1411.95 1800.24 7971.61 9771.842343.24 2987.63 10314.84 13302.471802.49 3830.29 12117.33 15947.621802.49 3830.29 13919.82 17750.113424.73 3830.29 17344.55 21174.84

Combination 1

Cummulative sR s bR Rs SPTq K N s sR q DL b b bR A K N

Cummulative sR s bR Rs SPTq K N s sR q DL b b bR A K N Cummulative sR s bR Rs SPTq K N s sR q DL

Page 20: CE3116 Project Part 1 KoKrrected

0.00 0.00 0.00 0.0039.25 268.12 39.25 307.3792.13 191.51 131.38 322.90

120.17 191.51 251.55 443.0644.86 306.42 296.41 602.83

147.40 306.42 443.81 750.24240.33 383.03 684.14 1067.17177.04 497.94 861.19 1359.13135.39 497.94 996.58 1494.51384.53 612.85 1381.11 1993.95480.66 766.06 1861.77 2627.83552.76 880.97 2414.53 3295.50721.00 1149.09 3135.53 4284.62367.71 1034.18 3503.24 4537.42351.49 1034.18 3854.72 4888.90991.37 1264.00 4846.09 6110.09

1051.45 1340.60 5897.54 7238.141141.58 1455.51 7039.12 8494.631411.95 1800.24 8451.07 10251.302343.24 2987.63 10794.30 13781.931802.49 3830.29 12596.79 16427.081802.49 3830.29 14399.28 18229.573424.73 3830.29 17824.01 21654.30

Cummulative sR s bR Rs SPTq K N s sR q DL b b bR A K N Cummulative sR s bR Rs SPTq K N s sR q DL

Page 21: CE3116 Project Part 1 KoKrrected

d) Revised Pile LengthComb1 Comb2

Driven Pile 39.38 41.04Bored Pile 39.38 42.19

Combination 2

0.00 0.00 0.000.00 0.00 0.00

157.72 26.17 183.89112.66 87.59 200.24112.66 167.70 280.35180.25 197.61 377.86180.25 295.88 476.12225.31 456.10 681.41292.90 574.13 867.03292.90 664.38 957.29360.50 920.74 1281.24450.62 1241.18 1691.80518.22 1609.69 2127.90675.93 2090.35 2766.29608.34 2335.49 2943.83608.34 2569.81 3178.15743.53 3230.73 3974.25788.59 3931.70 4720.28856.18 4373.10 5229.29856.18 4692.75 5548.93

1058.96 5314.40 6373.371757.43 6876.56 8633.992253.11 8078.22 10331.332253.11 9279.88 11532.992253.11 11563.03 13816.14

Combination 2

s bR RCummulative sRb b bR A K N

s bR RCummulative sRb b bR A K N s bR RCummulative sRb b bR A K N

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0.00 0.00 0.00134.06 24.53 158.59

95.76 82.11 177.8795.76 157.22 252.97

153.21 185.26 338.47153.21 277.38 430.59191.51 427.59 619.10248.97 538.24 787.21248.97 622.86 871.83306.42 863.19 1169.61383.03 1163.61 1546.64440.48 1509.08 1949.57574.54 1959.71 2534.25517.09 2189.52 2706.61517.09 2409.20 2926.29632.00 3028.81 3660.80670.30 3685.96 4356.26727.75 4399.45 5127.20900.12 5281.92 6182.04

1493.81 6746.44 8240.251915.14 7873.00 9788.141915.14 8999.55 10914.701915.14 11140.01 13055.15

s bR RCummulative sRb b bR A K N s bR RCummulative sRb b bR A K N

Page 23: CE3116 Project Part 1 KoKrrected

Driven Bored Diameter (m) Comb1 Comb2 Comb1 Comb2

0.900 5694.03 3739.14 5694.03 3468.110.950 6052.89 3971.88 6052.89 3682.051.000 6416.23 4207.26 6416.23 3898.231.050 6784.05 4445.28 6784.05 4116.641.100 7156.34 4685.93 7156.34 4337.291.150 7533.12 4929.21 7533.12 4560.181.190 7837.76 5125.73 7837.76 4740.111.275 8494.63 5548.93 8494.63 5127.20

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2.5 03.29 0

3.3 73.99 7

4 56.3 5

9.29 59.3 8

9.99 810 10

12.3 1015.29 10

15.3 1316.99 13

17 1618.3 16

21.29 1621.3 20

24.29 2024.3 23

27.29 2327.3 30

30.29 3030.3 27

31.99 2732 33

33.3 3336.29 33

36.3 3539.29 35

39.3 3842.29 38

42.3 4745.29 47

45.3 7848.29 78

48.3 10051.3 10054.3 100

54.31 0

Depth (m) SPT-N valu Kspt Kb0 0 1 1 0 0

Page 26: CE3116 Project Part 1 KoKrrected

2.5 0 1 1 0 03.29 0

3.3 7 1 1 7 18.472563.99 18.47256

4 5 1 1 5 43.353986.29 43.35398

6.3 5 2 2 10 113.09739.29 113.0973

9.3 8 2 2 16 42.223019.99 42.22301

10 8 2 2 16 138.732712.29 138.7327

12.3 10 3 3 30 339.29215.29 339.292

15.3 13 3 3 39 249.945116.69 249.9451

17 13 3 3 39 191.134518.29 191.1345

18.3 16 4 4 64 723.822921.29 723.8229

21.3 20 4 4 80 904.778724.29 904.7787

24.3 23 4 4 92 1040.49527.29 1040.495

27.3 30 4 4 120 1357.16830.29 1357.168

30.3 27 4 4 108 692.155731.99 692.1557

32 27 4 4 108 529.295533.29 529.2955

33.3 33 5 5 165 1866.10636.29 1866.106

36.3 35 5 5 175 1979.20339.29 1979.203

39.3 38 5 5 190 2148.84942.29 2148.849

42.3 47 5 5 235 2657.78745.29 2657.787

45.3 78 5 5 390 4410.79648.29 4410.796

48.3 100 5 5 500 5654.86751.29 5654.867

51.3 100 5 5 500 5654.86754.29 5654.867

54.3 100 5 5 500 10744.25

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