Info

(1.5 ^

vA2 J

: yg =

v 1 J

and yq =

uy v0.287J

v0.287J

Horizontal stresses on retained side of wall...

At top of sand aa,di = VYGx Kuyx av,k1 + YQx Kaqx qQk

At bottom of sand a, a,d2 = |YG x Kuy x av,k2 + YQ x Kaq x qQk kPa

v24.4 J

At top of clay aa,d3 = Yg x [av,k3 - 2 x cu,dJ + Yq x qQk r 4.2 >

0 0

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