Please show the math for phi and C with clear stepo by step The results of two drained triaxial tests on a saturated clay are given next:Specimen I: Chamber confining pressure = 15 lb/in.²Deviator stress at failure = 31.4 lb/in.²Specimen II: Chamber-confining pressure = 25 lb/in.²Deviator stress at failure = 47 lb/in.²Calculate the shear strength parameters of the soil.

Chamber confining pressure of specimen I is σ3=15 lb/in2. Deviator stress at failure of specimen I…

The results of two drained triaxial tests on a saturated clay are given next: Specimen I: Chamber confining pressure = 15 lb/in.2 Deviator stress at failure = 31.4 lb/in.² Chamber-confining pressure = 25 lb/in.² Deviator stress at failure = 47 lb/in.² Specimen II: Calculate the shear strength parameters of the soil.

The results of two drained triaxial tests on a saturated clay are given next: Specimen I: Chamber confining pressure = 15 lb/in.2 Deviator stress at failure = 31.4 lb/in.² Chamber-confining pressure = 25 lb/in.² Deviator stress at failure = 47 lb/in.² Specimen II: Calculate the shear strength parameters of the soil.

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter10: Shear Strength Of Soil

Section: Chapter Questions

Problem 10.12P

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