4. [Shear Strength] ( ) A triaxial shear test on saturdated soil has the following results: Cell Pressure (kPa) 200 400 550 Deviator Stress (kPa) Pore Pressure (kPa) 132 265 380 109 135 170 Determine: a. Drained angle of internal friction of the soil b. Cohesion of the soil in drained condition

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 12.18P
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4. [Shear Strength] (
results:
S) A triaxial shear test on saturdated soil has the following
Cell Pressure (kPa)
Deviator Stress (kPa)
Pore Pressure (kPa)
132
265
200
109
400
135
550
170
380
Determine:
a. Drained angle of internal friction of the soil
b. Cohesion of the soil in drained condition
Transcribed Image Text:4. [Shear Strength] ( results: S) A triaxial shear test on saturdated soil has the following Cell Pressure (kPa) Deviator Stress (kPa) Pore Pressure (kPa) 132 265 200 109 400 135 550 170 380 Determine: a. Drained angle of internal friction of the soil b. Cohesion of the soil in drained condition
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