1). In a series of unconsolidated-undrained triaxial tests on 5. [Shear Strength] speciments of a fully saturdated clay, the following results were obtained at failure. Minor Principal Stress (КРа) 200 Major Principal Stress 422 400 618 600 820 Calculate the following: a. Cohesion b. Angle of internal friction
1). In a series of unconsolidated-undrained triaxial tests on 5. [Shear Strength] speciments of a fully saturdated clay, the following results were obtained at failure. Minor Principal Stress (КРа) 200 Major Principal Stress 422 400 618 600 820 Calculate the following: a. Cohesion b. Angle of internal friction
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 12.19P
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