+1 vote
in Geotechnical Engineering II by (93.7k points)
The lateral pressure for cohesive backfill with surcharge q is ___________

(a) pa=γzcot^2 α-2c cot⁡α+qcot^2 α

(b) pa=γzcot^2 α+2c cot⁡α+cot^2α

(c) pa=-2c cot⁡α-cot^2 α

(d) pa=γzcot^2 α/2c cot⁡α

I had been asked this question during an online interview.

My question comes from Active Earth Pressure of Cohesive Soils topic in section Failure Envelopes & Earth Pressure of Geotechnical Engineering II

1 Answer

0 votes
by (243k points)
Right choice is (a) pa=γzcot^2 α-2c cot⁡α+qcot^2 α

Easy explanation: When the cohesive backfill carries a surcharge of q per unit area, then the lateral pressure is increased by Ka q. Since, Ka=cot^2α,

∴ pa=γzcot^2 α-2c cot⁡α+qcot^2 α.

Related questions

We welcome you to Carrieradda QnA with open heart. Our small community of enthusiastic learners are very helpful and supportive. Here on this platform you can ask questions and receive answers from other members of the community. We also monitor posted questions and answers periodically to maintain the quality and integrity of the platform. Hope you will join our beautiful community
...