Stresses in Soil Mass: Mohr's Circle 131.6 kPa 53.6 kPa 315.2 kPa 315.2 kPa 131.6 kPa 2. Find Normal and Shear Stress at Failure Plan A-B. Enter your answer to three significant figures. (1 decimal place) Shear Strength of Soil The following are the results of two consolidated-drained triaxial tests on a clay: Test I: 03 = 140 kN /m²; ({failure) = 368 kN /m² Test II: 03 = 286 kN /m²; o1(failure) = 701 kN /m² Determine the shear strength parameters; that is, c' and o'. (Enter your answers to three significant figures.) d' kN /m²

Stresses in Soil Mass: Mohr's Circle 131.6 kPa 53.6 kPa 315.2 kPa 315.2 kPa 131.6 kPa 2. Find Normal and Shear Stress at Failure Plan A-B. Enter your answer to three significant figures. (1 decimal place) Shear Strength of Soil The following are the results of two consolidated-drained triaxial tests on a clay: Test I: 03 = 140 kN /m²; ({failure) = 368 kN /m² Test II: 03 = 286 kN /m²; o1(failure) = 701 kN /m² Determine the shear strength parameters; that is, c' and o'. (Enter your answers to three significant figures.) d' kN /m²

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter3: Natural Soil Deposits And Subsoil Exploration

Section: Chapter Questions

Problem 3.17P

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A granular soil is subjected to a minor principal stress of 200 kN/m2. If the angle of internal friction is 30°, determine the inclination of the plane of failure with respect to the direction of the major principal stress. Show free body diagram. a.30 b.45 c.60 d.37.5
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Subject: Soil Mechanics Please provide a solution and a diagram A granular soil is subjected to a minor principal stress of 200 kN/m2. If the angle of internal friction is 30°. What is the shear stress on the plane of failure? a. 173.2 b. 224.2 c. 200 d. 300
A granular soil is subjected to a minor principal stress of 200 kN/m2. If the angle of internal friction is 30°, determine the inclination of the plane of failure with respect to the direction of the major principal stress. a.60 b.37.5 c.45 d.30 e.50
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