Two drained triaxial tests were performed on a saturated overconsolidated clay and the results are shown below. Determine the effective and total shear strength parameters. Specimen I: Specimen II: 0-70 kPa a=160 kPa Od 130 kPa Od-223.5 kPa

Two drained triaxial tests were performed on a saturated overconsolidated clay and the results are shown below. Determine the effective and total shear strength parameters. Specimen I: Specimen II: 0-70 kPa a=160 kPa Od 130 kPa Od-223.5 kPa

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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Concept explainers

Test for Determination of Shear Strength

The term shear strength is often associated with the soil. Shear strength is defined as the resistance to the deformation of soil particles due to the continuous action of shear stress. In short, shear strength is the maximum shear stress that a soil can sustain.

Question

Two drained triaxial tests were performed on a saturated overconsolidated clay
and the results are shown below. Determine the effective and total shear
strength parameters.
Specimen I:
Specimen II:
0²-70 kPa
a=160 kPa
Od 130 kPa
Od-223.5 kPa

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