In a pressuremeter test in a soft saturated clay, the mea- suring cell volume V, = 535 cm³, Po = 42.4 kN/m², P; = 326.5 kN/m², v, = 46 cm³, and v, = 180 cm³. Assuming Poisson's ratio (µ,) to be 0.5 and using Figure 3.31, calculate the pressuremeter modulus (E„).

In a pressuremeter test in a soft saturated clay, the mea- suring cell volume V, = 535 cm³, Po = 42.4 kN/m², P; = 326.5 kN/m², v, = 46 cm³, and v, = 180 cm³. Assuming Poisson's ratio (µ,) to be 0.5 and using Figure 3.31, calculate the pressuremeter modulus (E„).

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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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

In a pressuremeter test in a soft saturated clay, the mea-
suring cell volume V, = 535 cm³, Po = 42.4 kN/m²,
P; = 326.5 kN/m², v, = 46 cm³, and v, = 180 cm³.
Assuming Poisson's ratio (µ,) to be 0.5 and using Figure
3.31, calculate the pressuremeter modulus (E„).

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