Refer to Figure 16.11. A 6.0 m high smooth wall retains a c' = ' soil backfill,

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Refer to Figure 16.11. A 6.0 m high smooth wall retains a c' = ϕ' soil backfill, where c' = 10.5 kN/m2, f' = 15°, and γ = 17.5 kN/m3. The backfill is sloping at 5°.

a. Determine the depth of tensile crack, zc.

b. Determine the active pressure variation with depth, based on Eqs. (16.32) and (16.33).

c. Determine the magnitude, location, and direction of the resultant active thrust, Pa.


Eqs. (16.32)

o% = yzK. = yzK, cos a

Eqs. (16.33)


Figure 16.11

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Principles Of Foundation Engineering

ISBN: 9781337705028

9th Edition

Authors: Braja M. Das, Nagaratnam Sivakugan

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