For a smooth vertical wall retaining a granular backfill inclined at an angle of = 15,
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For a smooth vertical wall retaining a granular backfill inclined at an angle of α = 15°, check whether Eqs. (16.70) and (16.72) (or Tables 16.9 and 16.10) give the same values for the passive earth pressure coefficient. Use ϕ' = 30° and 40°.
Eqs. (16.70)
Eqs. (16.72)
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Related Book For
Principles Of Foundation Engineering
ISBN: 9781337705028
9th Edition
Authors: Braja M. Das, Nagaratnam Sivakugan
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