For a retaining wall with a granular backfill, the following soil parameters, wall and backfill configurations are given:
\phi ^(')=30\deg ,32\deg and 39\deg c^(')=0 \delta ^(')=((2)/(3))\phi \alpha =0^(0),5\deg , and 10\deg \beta =0\deg ,15\deg and 25\deg
Compute the Coulomb
K_(a)
and
K_(p)
coefficients under these conditions, 20marks

Question

For a retaining wall with a granular backfill, the following soil parameters, wall and backfill configurations are given:

\phi ^(')=30\deg ,32\deg  and 39\deg 
c^(')=0
\delta ^(')=((2)/(3))\phi 
\alpha =0^(0),5\deg , and 10\deg 
\beta =0\deg ,15\deg  and 25\deg

Compute the Coulomb

K_(a)

and

K_(p)

coefficients under these conditions, 20marks

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