12.12 Following are the results of consolidated-undrained triaxial tests on undisturbedsoils retrieved from a 4-m-thick saturated clay layer in the field (ysat = 19 kN/m³).a. Estimate graphically the Mohr–Coulomb shear strength parameters c' and ø'.b. Estimate the shear strength in the middle of the clay layer.ChamberDeviator stress,pressure, o3(kN/m?)(Ar),(kN/m?)Pore pressure atfailure, (Aud,(kN/m?)Test no.1100170-15200260-403300360-80© Cengage Learning 2014

For the triaxial test the effective major and minor principal stresses at failure. Graphical…

Following are the results of consolidated-undrained triaxial tests on undisturbed soils retrieved from a 4-m-thick saturated clay layer in the field (ysat = 19 kN/m² a. Estimate graphically the Mohr–Coulomb shear strength parameters c' and '. b. Estimate the shear strength in the middle of the clay layer. Pore pressure at failure, (Aud, (kN/m?) Chamber Deviator stress, pressure, ơ3 (kN/m²) (kN/m²) Test no. 1 100 170 -15 2 200 260 -40 3 300 360 -80 Cengage Learning 2014

Following are the results of consolidated-undrained triaxial tests on undisturbed soils retrieved from a 4-m-thick saturated clay layer in the field (ysat = 19 kN/m² a. Estimate graphically the Mohr–Coulomb shear strength parameters c' and '. b. Estimate the shear strength in the middle of the clay layer. Pore pressure at failure, (Aud, (kN/m?) Chamber Deviator stress, pressure, ơ3 (kN/m²) (kN/m²) Test no. 1 100 170 -15 2 200 260 -40 3 300 360 -80 Cengage Learning 2014

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter12: Shear Strength Of Soil

Section: Chapter Questions

Problem 12.14P: Following are the results of consolidated-undrained triaxial tests on undisturbed soils retrieved...

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