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