Osterberg - Embankment - Dyke

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Stress Distribution below an Embankment. It is an excel file that helps in the calculation of the matter

Transcript of Osterberg - Embankment - Dyke

BH 4 - BH 8Osterberg - Elastic Solution for Stress Increment in Soil under Embankment Loading, 1957 - Application: Embankment for the Bridge in Aseelah Ras Al Had Road2 b4.5m2235.3975kN/mH6.3m68.048630137KN/m2a14.175mgramp19kN / m3g'soil16kN / m3g'soil27kN / m3g'soil36kN / m3q119.7kN / m2zaa2/2a1a3Ds1s'1s'1 + Ds1Ds1/s'1 * 100Eed [Mpa]Winst [m]Winst [cm]10.01.5700.0949.420.521.350.190.191203123398980.0151.021.150.360.361196125199080.0151.510.980.500.501199128132090.0132.010.840.610.6111812130982100.0122.510.730.690.6911615131777120.0103.010.640.750.7511518133639140.0083.510.570.790.7911322135527160.0074.010.510.820.8211125136446180.0064.510.460.840.8410929138384170.0065.010.420.850.8510732139336170.0065.510.390.860.8610536141297180.0066.010.360.860.8610339142265180.0066.510.330.860.8610143144239180.0067.010.310.860.869946145216190.0057.510.290.850.859750147197180.0058.010.270.840.849553148180170.0068.510.260.830.839357150165180.0059.010.240.820.829160151152180.0059.510.230.810.819064153141180.00510.010.220.800.808867155131180.00510.510.210.790.798671156122180.00511.010.200.780.788474158114190.00411.510.190.770.778278160106190.00412.010.190.750.758181162100190.00412.510.180.740.74798516494190.00413.010.170.730.73788816688180.00413.510.170.720.72769216783170.00414.010.160.710.71749516978160.00514.510.150.690.697398171741315.010.150.680.6872101173711015.510.140.670.677010417467816.010.140.660.666910717664716.510.140.650.656811017861817.010.130.640.6466113179591017.510.130.630.636511618156918.010.120.620.626411918354918.510.120.610.6163122185511019.010.120.590.5962125187491019.510.110.590.5960128188471020.010.110.580.5859131190451020.510.110.570.5758134192441121.010.110.560.5657137194421121.510.100.550.5556140196401122.010.100.540.5455143198391122.510.100.530.5354146200371123.010.100.520.5254149203361123.510.100.510.5153152205351224.010.090.510.5152155207331324.510.090.500.5051158209321325.010.090.490.4950161211311325.510.090.480.4849164213301326.010.090.480.4849167216291326.510.080.470.4748170218281527.010.080.460.4647173220271627.510.080.460.4647176223261628.010.080.450.4546179225261628.510.080.440.4445182227251629.010.080.440.4445185230241629.510.080.430.4344188232231730.010.070.430.4343191234231730.500.070.420.42431942372231.000.070.410.41421972392131.500.070.410.41422002422132.000.070.400.40412032442032.500.070.400.404020624620

BH 3 - BH 9 - BH 10Osterberg - Elastic Solution for Stress Increment in Soil under Embankment Loading, 1957 - Application: Embankment for the Bridge in Aseelah Ras Al Had Road2 b4.5m2235.3975kN/m2235.3975H6.3m68.048630137KN/m2160.2435483871a14.175m13.95gramp19kN / m3g'soil16kN / m3g'soil27kN / m3g'soil36kN / m3q119.7kN / m2zaa2/2a1a3Ds1s'1s'1 + Ds1Ds1/s'1 * 100Eed [Mpa]Winst [m]Winst [cm]10.01.5700.10710.720.521.350.190.191203123398980.0151.021.150.360.361196125199080.0151.510.980.500.501199128132090.0132.010.840.610.6111812130982100.0122.510.730.690.6911615131777120.0103.010.640.750.7511518133639140.0083.510.570.790.7911322135527160.0074.010.510.820.8211125136446180.0064.510.460.840.8410929138384170.0065.010.420.850.8510732139336170.0065.510.390.860.8610536141297180.0066.010.360.860.8610339142265180.0066.510.330.860.8610143144239180.0067.010.310.860.869946145216190.0057.510.290.850.859750147197180.0058.010.270.840.849553148180170.0068.510.260.830.839357150165180.0059.010.240.820.829160151152180.0059.510.230.810.819064153141180.00510.010.220.800.808867155131180.00510.510.210.790.798671156122180.00511.010.200.780.788474158114190.00411.510.190.770.778278160106190.00412.010.190.750.758181162100190.00412.510.180.740.74798516494190.00413.010.170.730.73788816688180.00413.510.170.720.72769216783170.00414.010.160.710.71749516978160.00514.510.150.690.697398171741315.010.150.680.6872101173711015.510.140.670.677010417467816.010.140.660.666910717664716.510.140.650.656811017861817.010.130.640.6466113179591017.510.130.630.636511618156918.010.120.620.626411918354918.510.120.610.6163122185511019.010.120.590.5962125187491019.510.110.590.5960128188471020.010.110.580.5859131190451020.510.110.570.5758134192441121.010.110.560.5657137194421121.510.100.550.5556140196401122.010.100.540.5455143198391122.510.100.530.5354146200371123.010.100.520.5254149203361123.510.100.510.5153152205351224.010.090.510.5152155207331324.510.090.500.5051158209321325.010.090.490.4950161211311325.510.090.480.4849164213301326.010.090.480.4849167216291326.510.080.470.4748170218281527.010.080.460.4647173220271627.510.080.460.464717722326160.00328.010.080.450.454618022625160.00328.510.080.440.444518422925160.00329.010.080.440.444518723224160.00329.510.080.430.434419123423170.00330.010.070.430.434319423722170.00330.500.070.420.424319824022170.00231.000.070.410.414220124321170.00231.500.070.410.414220524620170.00232.000.070.400.404120824920170.002

BH 11Osterberg - Elastic Solution for Stress Increment in Soil under Embankment Loading, 1957 - Application: Embankment for the Bridge in Aseelah Ras Al Had Road2 b4.5m2235.3975kN/mH6.3m68.048630137KN/m2a14.175mgramp19kN / m3g'soil17kN / m3g'soil26kN / m3g'soil37kN / m3q119.7kN / m2zaa2/2a1a3Ds1s'1s'1 + Ds1Ds1/s'1 * 100Eed [Mpa]Winst [m]Winst [cm]10.01.5700.11311.270.521.350.190.191204123341990.0131.021.150.360.361197126170690.0131.510.980.500.50119111291131140.0082.010.840.610.6111814132841200.0062.510.730.690.6911618134666200.0063.010.640.750.7511521136547200.0063.510.570.790.7911325138462200.0064.010.510.820.8211128139398200.0064.510.460.840.8410932141348200.0065.010.420.850.8510735142307200.0055.510.390.860.8610539144274180.0066.010.360.860.8610342145246160.0066.510.330.860.8610146147223170.0067.010.310.860.869949148203170.0067.510.290.850.859753150185190.0058.010.270.840.849556151170200.0058.510.260.830.839360153157200.0059.010.240.820.829163154145200.0059.510.230.810.819067156135160.00610.010.220.800.808870158125120.00710.510.210.790.798674159117120.00711.010.200.780.788477161109110.00711.510.190.770.778281163102110.00712.010.190.750.75818416596110.00712.510.180.740.74798816790140.00613.010.170.730.73789116985160.00513.510.170.720.72769517080180.00414.010.160.710.71749817276200.00414.510.150.690.697310217472200.00415.010.150.680.687210517768200.00415.510.140.670.677010917965200.00416.010.140.660.666911218161200.00316.510.140.650.656811618358200.00317.010.130.640.646611918556200.00317.510.130.630.636512318853200.00318.010.120.620.626412619051200.00318.510.120.610.616313019248150.00419.010.120.590.596213319546100.00619.510.110.590.596013619644720.010.110.580.585913919843520.510.110.570.575814220041721.010.110.560.5657145202401021.510.100.550.5556148204381122.010.100.540.5455151206371222.510.100.530.5354154208351123.010.100.520.5254157211341023.510.100.510.5153160213331024.010.090.510.515216321532924.510.090.500.505116621731925.010.090.490.495016921930825.510.090.480.484917222129826.010.090.480.484917522428826.510.080.470.4748178226271027.010.080.460.4647181228261127.510.080.460.4647184231251028.010.080.450.4546187233251028.510.080.440.4445190235241029.010.080.440.4445193238231029.510.080.430.4344196240221230.010.070.430.4343199242221430.500.070.420.424320224521140.00331.000.070.410.414220524721140.00331.500.070.410.414220825020140.003

BH 12Osterberg - Elastic Solution for Stress Increment in Soil under Embankment Loading, 1957 - Application: Embankment for the Bridge in Aseelah Ras Al Had Road2 b4.5m2235.3975kN/mH6.3m68.048630137KN/m2a14.175mgramp19kN / m3g'soil17kN / m3g'soil26kN / m3g'soil38kN / m3q119.7kN / m2zaa2/2a1a3Ds1s'1s'1 + Ds1Ds1/s'1 * 100Eed [Mpa]Winst [m]Winst [cm]10.01.5700.10710.730.521.350.190.1912041233419100.0121.021.150.360.3611971261706100.0131.510.980.500.50119111291131150.0082.010.840.610.6111814132841200.0062.510.730.690.6911618134666200.0063.010.640.750.7511521136547200.0063.510.570.790.7911325138462200.0064.010.510.820.8211128139398200.0064.510.460.840.8410932141348200.0055.010.420.850.8510735142307200.0055.510.390.860.8610539144274200.0056.010.360.860.8610342145246200.0056.510.330.860.8610146147223200.0057.010.310.860.869949148203200.0057.510.290.850.859753150185200.0058.010.270.840.849556151170200.0058.510.260.830.839360153157200.0059.010.240.820.829163154145200.0059.510.230.810.819067156135200.00410.010.220.800.808870158125200.00410.510.210.790.798674159117200.00411.010.200.780.788477161109200.00411.510.190.770.778281163102200.00412.010.190.750.75818416596200.00412.510.180.740.74798816790200.00413.010.170.730.73789116985200.00413.510.170.720.72769517080200.00414.010.160.710.71749817276200.00414.510.150.690.697310217472160.00515.010.150.680.687210517768120.00615.510.140.670.677010817865816.010.140.660.666911118062516.510.140.650.656811418259917.010.130.640.6466117183571317.510.130.630.6365120185541118.010.120.620.626412318752918.510.120.610.616312618950919.010.120.590.5962129191481019.510.110.590.5960132192461520.010.110.580.5859135194442020.510.110.570.575813919742200.00321.010.110.560.565714320040200.00321.510.100.550.555614720338180.00322.010.100.540.545515120637160.00322.510.100.530.535415520935180.00323.010.100.520.525415921334200.00323.510.100.510.515316321632200.00324.010.090.510.515216721931200.00324.510.090.500.505117122230200.00325.010.090.490.495017522529190.00325.510.090.480.484917922828190.00326.010.090.480.484918323227200.00226.510.080.470.474818723526200.00227.010.080.460.464719123825200.00227.510.080.460.464719524224200.00228.010.080.450.454619924523200.00228.510.080.440.444520324822200.00229.010.080.440.444520725222200.00229.510.080.430.434421125521200.00230.010.070.430.434321525820200.00230.500.070.420.424321926220

BH 1Osterberg - Elastic Solution for Stress Increment in Soil under Embankment Loading, 1957 - Application: Embankment for the Bridge in Aseelah Ras Al Had Road2 b4.5m1934.01kN/mH5.8m63.2029411765KN/m2a13.05mgramp19kN / m3g'soil17kN / m3g'soil26kN / m3g'soil311kN / m3g'soil47kN / m3q110.2kN / m2zaa2/2a1a3Ds1s'1s'1 + Ds1Ds1/s'1 * 10010.01.570.521.350.190.19110411431471.021.150.350.35110711715701.51