YieldZone - Active Pressure on Non-Constrained Retaining Walls
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Page:1
Fixes To Do:
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Job Num:
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Date:2
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Engineer:
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Code Cycle:
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Active Pressure on Non-Constrained Retaining Walls
Rev:0 - 12/07/16
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Location:
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Retaining Wall No Surcharge, No Back Slope
1 -Well graded gravel, sandy gravel, with little or no fines
GW3340036.590
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10 -Well-graded sand, angular grains - Dense
(SW)00454595
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Soil type:
1 -Well graded gravel, sandy gravel, with little or no fines
11 -Poorly graded sands, gravelly sands, with little or no fines
SP3039034.5100
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Soil Density, G:
115.00pcf
12 -Poorly-garded clean sand - Compacted
SP003737105
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Retention Height, h:
9.00ft
13 -Uniform sand, round grains - Loose
(SP)002727110
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14 -Uniform sand, round grains - Dense
(SP)003434115
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Angle of Int Friction:
36.50deg15 -SandSW, SP3738037.5120
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Ka:0.2516 -Loose sand(SW, SP)2930029.5125
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17 -Medium sand(SW, SP)3036033130
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Active Pressure:
29.2pcf * h18 -Dense sand(SW, SP)3641038.5135
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263psf19 -Silty sandsSM3235033.5
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2 -Poorly graded gravel, sandy gravel, with little or no fines
GP3244038
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20 -Silty clays, sand-silt mix - Compacted
SM003434
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21 -Silty sand - LooseSM2733030
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22 -Silty sand - DenseSM3034032
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23 -Clayey sandsSC3040035
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Retaining Wall With Back Slope
24 -Calyey sands, sandy-clay mix - compacted
SC003131
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25 -Loamy sand, sandy clay LoamSM, SC3134032.5
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Soil type:
1 -Well graded gravel, sandy gravel, with little or no fines
26 -Inorganic silts, silty or clayey fine sands, with slight plasticity
ML2741034
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Soil Density, G:
115.00pcf27 -Inorganic silt - LooseML2730028.5
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Retention Height, h:
9.00ft28 -Inorganic silt - DenseML3035032.5
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Slope, B:
30.00deg
29 -Inorganic clays, silty clays, sandy clays of low plasticity
CL2735031
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3 -Sandy gravels - Loose(GW, GP)003535
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Angle of Int Friction:
36.50deg
30 -Clays of low plasticity - compacted
CL002828
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Ka:0.40
31 -Organic silts and organic silty clays of low plasticity
OL2232027
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32 -Inorganic silts of high plasticityMH2333028
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Active Pressure:
45.6pcf * h33 -Clayey silts - compactedMH002525
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1,367psf34 -Silts and clayey silts - compactedML003232
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35 -Inorganic clays of high plasticityCH1731024
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36 -Clays of high plasticity - compacted
CH001919
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37 -Organic clays of high plasticityOH1735026
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38 -Loam
ML, OL, MH, OH
2832030
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Retaining Wall With Surcharge
39 -Silt Loam
ML, OL, MH, OH
2532028.5
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4 -Sandy gravels - Dense(GW, GP)005050
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Soil type:
1 -Well graded gravel, sandy gravel, with little or no fines40 -Clay Loam, Silty Clay Loam
ML, OL, CL, MH, OH, CH
1832025
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Soil Density, G:
115.00pcf41 -Silty clay
OL, CL, OH, CH
1832025
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Retention Height, h:
4.00ft42 -Clay
CL, CH, OH, OL
1828023
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Weight of surcharge,Wsc:
200.00psf
43 -Peat and other highly organic soils
Pt01005
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5 -Silty gravels, silty sandy gravelsGM3040035
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Angle of Int Friction:
36.50deg
6 -Clayey gravels, clayey sandy gravels
GC2835031.5
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Ka:0.25
7 -Well graded sands, gravelly sands, with little or no fines
SW3343038
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8 -Well-graded clean sand, gravelly sands - Compacted
SW003838
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Active Pressure:
80.0pcf * h
9 -Well-graded sand, angular grains - Loose
(SW)003333
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320psf
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