The drained shear strength parameters of a N.C.C are (C' = 0 and Ø' = 30°). The found to unconfined compression strength of a similar sample was be (150 kN/m²). Find the pore water pressure at failure for the unconfined compression test sample.

The drained shear strength parameters of a N.C.C are (C' = 0 and Ø' = 30°). The found to unconfined compression strength of a similar sample was be (150 kN/m²). Find the pore water pressure at failure for the unconfined compression test sample.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Shear Strentgh of the soil

Q8- The drained shear strength parameters of a N.C.C are (C' = 0 and Ø' = 30°). The
unconfined compression strength of a similar sample was found to
be (150 kN/m²). Find the pore water pressure at failure for the unconfined
compression test sample.

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