Question: Consider the retaining wall shown in Figure 13.38. The height of the wall is 9.75 m, and the unit weight of the sand backfill is
a. δ' = 14°
b. δ' = 21°
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Sand = 18.7 kN/m3 c' =0 H= 975 m 34 =12 8' (wall friction)
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Use Eqs 1353 and 1354 0 12 34 119 lbft 3 H 32 ft P a is locat... View full answer
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