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Date: 19/12/2012- Headwall - Section 1
Page 1ProSheet
Date: 19/12/2012- Headwall - Section 1
Page 1ProSheet
Sheet Pile Design According to Blum-Method
Project Name:
Date: 19/12/2012
Author: YO
Company: KEHOPS INEGNIERIE
Comment:
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Date: 19/12/2012- Headwall - Section 1
Page 2ProSheet
Geodata
Unit
Sheet Pile Top Level [m] 0.000
Sheet Pile Tip Level [m] 8.996
Soil Level in Front [m] 3.000
Soil Level behind [m] 0.000
Anchorlevel [m] 0.000
Water Level in Front [m] 0.970
Water Level behind [m] 0.470
Soil Surface Inclination in Front [Deg] 0.000
Soil Surface Inclination behind [Deg] 0.000
Caquot Surcharge in Front [kN/m2] 0.000
Caquot Surcharge behind [kN/m2] 15.000
Anchor Inclination [Deg] 0.000
Earth Support Cantilever
SP Top
SP Tip
Soil 1
Soil 2
Water 1Water 2Caquot 2
Front Back
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Soil Layers
Layers in Front
Layer Tip [m] Density Moist [kN/m3] Density Submerged [kN/m3] Kph Phi [Deg] Delta [Deg] Cohesion [kN/m2]
Layer 1 2.400 18.000 8.900 3.000 30.000 0.000 0.000
Layer 2 5.000 16.500 7.300 2.668 27.000 0.000 0.000
Layer 3 20.000 18.000 8.900 3.256 32.000 0.000 0.000
Layers behind
Layer Tip [m] Density Moist [kN/m3] Density Submerged [kN/m3] Kph Phi [Deg] Delta [Deg] Cohesion [kN/m2]
Layer 1 2.400 18.000 8.900 0.333 30.000 0.000 0.000
Layer 2 5.000 16.500 7.300 0.376 27.000 0.000 0.000
Layer 3 20.000 18.000 8.900 0.307 32.000 0.000 0.000
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Boussinesq
DistanceWall [m]
WidthSurcharge[m]
DepthSurcharge[m]
Surcharge[kN/m2]
SP Top
SP Tip
Soil 1
Soil 2
Front Back
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Userdefined Pressures
Pressure Top [kN/m2] Pressure Tip [kN/m2] Depth Top [m] Depth Tip [m]
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Concentrated Forces
Horiz.Component[kN/m]
Vert.Component[kN/m]
Depth Horiz.Comp. [m]
Force 1 0.847 0.000 0.000
SP Top
SP Tip
Soil 1
Soil 2Force 1
Front Back
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Pile Section
Name AZ 26-700
Inertia [cm4/m] 59720.000
Modulus [cm3/m] 2600.000
Area [cm2/m] 187.200
Mass [kg/m2] 146.900
Steel Grade [N/mm2] 355.000
Requested Safety 1.500
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All Values
Depth [m] Deflec tion [m] Rotation [Rad] Cross Force[kN/m]
Moment[kNm/m]
Total Pressure[kN/m2]
Earth Pressure in Front[kN/m2]
behind[kN/m2]
WaterPressure[kN/m2]
UserdefinedPressure[kN/m2]
0.000 -0.041 -0.007 0.847 0.000 5.000 0.000 5.000 0.000 0.000
0.250 -0.040 -0.007 2.284 0.384 6.500 0.000 6.500 0.000 0.000
0.250 -0.040 -0.007 2.284 0.384 6.500 0.000 6.500 0.000 0.000
0.470 -0.038 -0.007 3.860 1.054 7.820 0.000 7.820 0.000 0.000
0.470 -0.038 -0.007 3.860 1.054 7.820 0.000 7.820 0.000 0.000
0.720 -0.036 -0.007 6.220 2.297 11.062 0.000 8.562 2.500 0.000
0.720 -0.036 -0.007 6.220 2.297 11.062 0.000 8.562 2.500 0.000
0.970 -0.035 -0.007 9.391 4.232 14.303 0.000 9.303 5.000 0.000
0.970 -0.035 -0.007 9.391 4.232 14.303 0.000 9.303 5.000 0.000
1.220 -0.033 -0.007 13.059 7.034 15.045 0.000 10.045 5.000 0.000
1.220 -0.033 -0.007 13.059 7.034 15.045 0.000 10.045 5.000 0.000
1.470 -0.031 -0.007 16.913 10.777 15.787 0.000 10.787 5.000 0.000
1.470 -0.031 -0.007 16.913 10.777 15.787 0.000 10.787 5.000 0.000
1.720 -0.029 -0.007 20.952 15.506 16.528 0.000 11.528 5.000 0.000
1.720 -0.029 -0.007 20.952 15.506 16.528 0.000 11.528 5.000 0.000
1.970 -0.028 -0.007 25.177 21.268 17.270 0.000 12.270 5.000 0.000
1.970 -0.028 -0.007 25.177 21.268 17.270 0.000 12.270 5.000 0.000
2.220 -0.026 -0.007 29.587 28.110 18.012 0.000 13.012 5.000 0.000
2.220 -0.026 -0.007 29.587 28.110 18.012 0.000 13.012 5.000 0.000
2.400 -0.025 -0.007 32.878 33.730 18.546 0.000 13.546 5.000 0.000
2.400 -0.025 -0.007 32.878 33.730 20.260 0.000 15.260 5.000 0.000
2.650 -0.023 -0.007 38.028 42.590 20.946 0.000 15.946 5.000 0.000
2.650 -0.023 -0.007 38.028 42.590 20.946 0.000 15.946 5.000 0.000
2.900 -0.021 -0.007 43.350 52.759 21.631 0.000 16.631 5.000 0.000
2.900 -0.021 -0.007 43.350 52.759 21.631 0.000 16.631 5.000 0.000
3.000 -0.021 -0.007 45.527 57.202 21.905 0.000 16.905 5.000 0.000
3.000 -0.021 -0.007 45.527 57.202 21.905 0.000 16.905 5.000 0.000
3.250 -0.019 -0.006 50.480 69.225 17.721 -4.869 17.590 5.000 0.000
3.250 -0.019 -0.006 50.480 69.225 17.721 -4.869 17.590 5.000 0.000
3.500 -0.017 -0.006 54.388 82.356 13.537 -9.738 18.276 5.000 0.000
3.500 -0.017 -0.006 54.388 82.356 13.537 -9.738 18.276 5.000 0.000
3.750 -0.016 -0.006 57.249 96.332 9.354 -14.607 18.961 5.000 0.000
3.750 -0.016 -0.006 57.249 96.332 9.354 -14.607 18.961 5.000 0.000
4.000 -0.014 -0.006 59.065 110.893 5.170 -19.476 19.646 5.000 0.000
4.000 -0.014 -0.006 59.065 110.893 5.170 -19.476 19.646 5.000 0.000
4.250 -0.013 -0.006 59.834 125.777 0.986 -24.345 20.332 5.000 0.000 4.250 -0.013 -0.006 59.834 125.777 0.986 -24.345 20.332 5.000 0.000
4.500 -0.011 -0.005 59.558 140.723 -3.198 -29.215 21.017 5.000 0.000
4.500 -0.011 -0.005 59.558 140.723 -3.198 -29.215 21.017 5.000 0.000
4.750 -0.010 -0.005 58.235 155.469 -7.381 -34.084 21.702 5.000 0.000
4.750 -0.010 -0.005 58.235 155.469 -7.381 -34.084 21.702 5.000 0.000
5.000 -0.009 -0.005 55.867 169.753 -11.565 -38.953 22.388 5.000 0.000
5.000 -0.009 -0.005 55.867 169.753 -24.220 -47.538 18.318 5.000 0.000
5.250 -0.007 -0.004 48.992 182.895 -30.781 -54.782 19.001 5.000 0.000
5.250 -0.007 -0.004 48.992 182.895 -30.781 -54.782 19.001 5.000 0.000
5.500 -0.006 -0.004 40.477 194.113 -37.342 -62.027 19.685 5.000 0.000
5.500 -0.006 -0.004 40.477 194.113 -37.342 -62.027 19.685 5.000 0.000
5.750 -0.005 -0.004 30.321 202.996 -43.903 -69.271 20.369 5.000 0.000
5.750 -0.005 -0.004 30.321 202.996 -43.903 -69.271 20.369 5.000 0.000
6.000 -0.004 -0.003 18.525 209.136 -50.464 -76.516 21.052 5.000 0.000 6.000 -0.004 -0.003 18.525 209.136 -50.464 -76.516 21.052 5.000 0.000
6.250 -0.003 -0.003 5.089 212.122 -57.025 -83.761 21.736 5.000 0.000
6.250 -0.003 -0.003 5.089 212.122 -57.025 -83.761 21.736 5.000 0.000
6.500 -0.003 -0.002 -9.987 211.544 -63.585 -91.005 22.420 5.000 0.000
6.500 -0.003 -0.002 -9.987 211.544 -63.585 -91.005 22.420 5.000 0.000
6.750 -0.002 -0.002 -26.703 206.992 -70.146 -98.250 23.103 5.000 0.000
6.750 -0.002 -0.002 -26.703 206.992 -70.146 -98.250 23.103 5.000 0.000
7.000 -0.001 -0.002 -45.060 198.056 -76.707 -105.494 23.787 5.000 0.000
7.000 -0.001 -0.002 -45.060 198.056 -76.707 -105.494 23.787 5.000 0.000
7.250 -0.001 -0.001 -65.057 184.326 -83.268 -112.739 24.471 5.000 0.000
7.250 -0.001 -0.001 -65.057 184.326 -83.268 -112.739 24.471 5.000 0.000
7.500 -0.001 -0.001 -86.694 165.391 -89.829 -119.984 25.154 5.000 0.000
7.500 -0.001 -0.001 -86.694 165.391 -89.829 -119.984 25.154 5.000 0.000
7.750 0.000 -0.001 -109.972 140.842 -96.390 -127.228 25.838 5.000 0.000
7.750 0.000 -0.001 -109.972 140.842 -96.390 -127.228 25.838 5.000 0.000
8.000 0.000 0.000 -134.889 110.268 -102.951 -134.473 26.522 5.000 0.000
8.000 0.000 0.000 -134.889 110.268 -102.951 -134.473 26.522 5.000 0.000
8.250 0.000 0.000 -161.447 73.260 -109.512 -141.717 27.205 5.000 0.000
8.250 0.000 0.000 -161.447 73.260 -109.512 -141.717 27.205 5.000 0.000
8.500 0.000 0.000 -189.645 29.408 -116.073 -148.962 27.889 5.000 0.000
8.500 0.000 0.000 -189.645 29.408 -116.073 -148.962 27.889 5.000 0.000
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Page 9ProSheet
Depth [m] Deflec tion [m] Rotation [Rad] Cross Force[kN/m]
Moment[kNm/m]
Total Pressure[kN/m2]
Earth Pressure in Front[kN/m2]
behind[kN/m2]
WaterPressure[kN/m2]
UserdefinedPressure[kN/m2]
8.650 0.000 0.000 -207.352 -0.360 -120.010 -153.309 28.299 5.000 0.000
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Extremal Values
z Min [m] Min z Max [m] Max
Deflection [m] 0.000 -0.041 8.650 0.000
Cross Force [kN/m] 8.650 -207.352 4.250 59.834
Moment [kNm/m] 8.660 -2.439 6.250 212.122
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Page 11ProSheet
Pile Check
Depth [m]
Name AZ 26-700
Inertia [cm4/m] 59720.000
Modulus [cm3/m] 2600.000
Area [cm2/m] 187.200
Mass [kg/m2] 146.900
Steel Grade [N/mm2] 355.000
Minimal Moment [kNm/m] -2.439 8.660
Maxmimal Moment [kNm/m] 212.122 6.250
Normal Forces at Max. Moment [kN/m] 0.000 8.660
Normal Forces at Min. Moment [kN/m] 0.000 6.250
Deflection at Min. Moment [m] 0.000 8.660
Deflection at Max. Moment [m] -0.003 6.250
Min. Stress at Min. Moment [N/mm2] -0.938 8.660
Max. Stress at Min. Moment [N/mm2] 0.938 8.660
Min. Stress at Max. Moment [N/mm2] -81.586 6.250
Max. Stress at Max. Moment [N/mm2] 81.586 6.250
Safety > Req. Safety = 1.500 4.351
Sheet Pile Top Level [m] 0.000
Sheet Pile Tip Level [m] 8.996
Sheet Pile Length [m] 8.996 Included OverLength [m] 0.346
Vertical Equilibrium [kN/m] 0.000
Anchor Force (horiz.) [kN/m] 0.000
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Page 12ProSheet
Earth Pressure Diagram
0.000 [m]
0.470 [m]
0.970 [m]
2.400 [m]
3.000 [m]
5.000 [m]
8.650 [m]
0.000
0.000
0.000
0.000
0.000
-38.953-47.538
-153.309[kN/m2]
5.000
7.820
9.303
15.260
16.905
22.38818.318
28.299[kN/m2]
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Page 13ProSheet
Water Pressure Diagram
0.000 [m]
0.470 [m]
0.970 [m]
2.400 [m]
3.000 [m]
5.000 [m]
8.650 [m]
0.000
0.000
5.000
5.000
5.000
5.000
5.000[kN/m2]
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Page 14ProSheet
Userdefined Pressure Diagram
0.000 [m]
0.470 [m]
0.970 [m]
2.400 [m]
3.000 [m]
5.000 [m]
8.650 [m]
0.000
0.000
0.000
0.000
0.000
0.000
0.000[kN/m2]
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Page 15ProSheet
Boussinesq Diagram
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Total Pressure Diagram
0.000 [m]
0.470 [m]
0.970 [m]
2.400 [m]
3.000 [m]
5.000 [m]
8.650 [m]
5.000
7.820
14.303
20.260
21.905
-11.565-24.220
-120.010[kN/m2]
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Page 17ProSheet
Cross Force Diagram
0.000 [m]
0.470 [m]
0.970 [m]
2.400 [m]
3.000 [m]
4.250 [m]
5.000 [m]
8.650 [m]
0.847
3.860
9.391
32.878
45.527
59.834
55.867
-207.352[kN/m]
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Moment Diagram
0.000 [m]
0.470 [m]
0.970 [m]
2.400 [m]
3.000 [m]
5.000 [m]
6.250 [m]
8.650 [m]
0.000
1.054
4.232
33.730
57.202
169.753
212.122
-0.360[kNm/m]
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Page 19ProSheet
Rotation Diagram
0.000 [m]
0.470 [m]
0.970 [m]
2.400 [m]
3.000 [m]
5.000 [m]
8.650 [m]
0.000-0.007
-0.007
-0.007
-0.007
-0.007
-0.005
0.000[Rad]
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Date: 19/12/2012- Headwall - Section 1
Deflection Diagram
0.000 [m]
0.470 [m]
0.970 [m]
2.400 [m]
3.000 [m]
5.000 [m]
8.650 [m]
0.000-0.041
-0.038
-0.035
-0.025
-0.021
-0.009
0.000[m]
