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naxi saturated soil has the following re Cell pressure (kPa) Deviator stress (kPa) Pore pressure (kPa) 1425 275.5 396 200 119 143 400 600 178 a) Determine the drained angle of internal friction of the soil. b) Determine the cohesion of the soil in drained condition.

naxi saturated soil has the following re Cell pressure (kPa) Deviator stress (kPa) Pore pressure (kPa) 1425 275.5 396 200 119 143 400 600 178 a) Determine the drained angle of internal friction of the soil. b) Determine the cohesion of the soil in drained condition.

Structural Analysis
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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A triaxial test on a saturated soil has the following results: Cell pressure (kPa) Deviator stress (kPa) Pore pressure (kPa) 142.5 275.5 396 a) Determine the drained angle of internal friction of the soil. b) Determine the cohesion of the soil in drained condition. 200 119 400 143 600 178 43.22 42.22 8.737 8.377 8.773
Transcribed Image Text:A triaxial test on a saturated soil has the following results: Cell pressure (kPa) Deviator stress (kPa) Pore pressure (kPa) 142.5 275.5 396 a) Determine the drained angle of internal friction of the soil. b) Determine the cohesion of the soil in drained condition. 200 119 400 143 600 178 43.22 42.22 8.737 8.377 8.773
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