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ExTwo identical soil samples (A) and (B) of a fully saturated N.C.C. were tested. Sample (A) was subjected to an un unconfined compression test and failed when the deviator stress (OT-13) was (200) kN /u². Sample (B) was tested under UU conditions with a cell pressure of (300) kN/m². The pore water pressure at failure was (200) kw /u². a) What was the pore water pressure at failure in sample (A). b) If C=o, Find (8) for this clay. (Itint. Start with soil B, and that (0) = (0) unconfined ).

ExTwo identical soil samples (A) and (B) of a fully saturated N.C.C. were tested. Sample (A) was subjected to an un unconfined compression test and failed when the deviator stress (OT-13) was (200) kN /u². Sample (B) was tested under UU conditions with a cell pressure of (300) kN/m². The pore water pressure at failure was (200) kw /u². a) What was the pore water pressure at failure in sample (A). b) If C=o, Find (8) for this clay. (Itint. Start with soil B, and that (0) = (0) unconfined ).

Structural Analysis
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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Ex Two identical soil samples (A) and (B) of a fully saturated N.C.C. were tested. Sample (A) was subjected to an unconfined compression test and failed when the deviator stress (OT-13) was (200) kN /n². Sample (B) was tested under UU conditions with a cell pressure of (300) kN/m². The pore water pressure at failure. was (200) kN/m². a) What was the pore water pressure at failure in sample (A). b) If C=o, Find (2) for this clay. (Itint. Start with soil B, and that (OJ) un= (FJ) afined). unconfined
Transcribed Image Text:Ex Two identical soil samples (A) and (B) of a fully saturated N.C.C. were tested. Sample (A) was subjected to an unconfined compression test and failed when the deviator stress (OT-13) was (200) kN /n². Sample (B) was tested under UU conditions with a cell pressure of (300) kN/m². The pore water pressure at failure. was (200) kN/m². a) What was the pore water pressure at failure in sample (A). b) If C=o, Find (2) for this clay. (Itint. Start with soil B, and that (OJ) un= (FJ) afined). unconfined
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