11:25A dys.mu.edu.tr3 js 3For a soil, the effective angle of internal friction o was found to be 14°and the cohesion component c' was 46 kPa. The soil was tested in con-solidated drained triaxial condition when the failure stress (o, - 6,) wasfound to be 132 kPa. What was the confining pressure o, for this test?8.Two similar specimens from the same site were tested under consoli-dated undrained triaxial conditions with pore water pressure measure-ments. The results are summarized here:ChamberMeasured DeviatoricPore Water PressureSpecimen Pressure (kPa)Stress at Failure (kPa)at Failure (kPa)5018123II10021819(a) Plot the Mohr's circles at failure in both the total stress and theeffective stress.(b) Determine the strength parameters Q and e in the total stress and oand c' in the effective stress.9.A cohesive soil was tested in a consolidated undrained triaxial test withpore water pressure measurement and o = 24° and c = 26 kPa in the totalstress and o' = 27° and c' = 30 kPa are obtained. If the similar specimenis tested under o, = 45 kPa:(a) What will be the failure deviatoric stress?(b) What will be the pore water pressure at failure?10.A consolidated undrained test was conducted on a clay speci-men. The consolidation and chamber pressure was 50 kPa and thefailure o, was 86.2 kPa. If a similar specimen is first consolidatedunder 50 kPa consolidation pressure and then tested in an uncon-fined compression device, what will be the unconfined compressionstrength q,?11.A consolidated clay had o' = 12° and e' = 30 kPa. When the samespecimen is tested in an unconfined compression device, the uncon-fined compression strength q, = 90 kPa is obtained. How much porewater pressure is generated in this unconfined compression specimenat the failure?

For a soil effective angle of friction ϕ'=14°and effective cohesion C'=46 KPaand deviator stress…

For a soil, the effective angle of internal friction o was found to be 14° and the cohesion component e' was 46 kPa. The soil was tested in con- solidated drained triaxial condition when the failure stress (0, - 0,) was found to be 132 kPa. What was the confining pressure o, for this test?

For a soil, the effective angle of internal friction o was found to be 14° and the cohesion component e' was 46 kPa. The soil was tested in con- solidated drained triaxial condition when the failure stress (0, - 0,) was found to be 132 kPa. What was the confining pressure o, for this test?

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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For a soil, the effective angle of internal friction Q was found to be 14° and the cohesion component c' was 46 kPa. The soil was tested in con- solidated drained triaxial condition when the failure stress (o, – 6,) was found to be 132 kPa. What was the confining pressure o, for this test?
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Shear Strentgh of the soil 2014
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