== Ior narms Y et Sty s pacioen, P relt For Hhe drmipeg Vitedtin) tesd areas Falons: = chember- coy Ring pressare = M9 ENE NIt T DeVinbaoshess wk fuilare = (F3RAIN Dekermine e sal frrction angle . molly consaliidated clay s pecimen , the yesult(24)For normey consalidated clay s pecimen , the yesultfor the drainedtriaxial test areas folows:- chomber- confiningpressure - 125 tN/Devintor- stressat failure> 175 KNI4'Deter mine the soil friction angle .

Answered: For normally consalidateel clay s…

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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== Ior narms Y et Sty s pacioen, P relt For Hhe drmipeg Vitedtin) tesd areas Falons: = chember- coy Ring pressare = M9 ENE NIt T DeVinbaoshess wk fuilare = (F3RAIN Dekermine e sal frrction angle .

molly consaliidated clay s pecimen , the yesult
(24)
For norme
y consalidated clay s pecimen , the yesult
for the drained
triaxial test areas folows:
- chomber- confining
pressure - 125 tN/
Devintor- stress
at failure
> 175 KNI4'
Deter mine the soil friction angle .

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