I need solve it * Question Completion Status:Poorly graded sand= 19.8 kN/m2.6 mYsatFollowing are the results of four drained, direct shear tests conducted on theclay samples with each having a diameter of 63.5 mm and height of 32 mm.ShearNormal force(N)Test Numberforce atfailure (N)8428.916859.625489.14360125.3a. Determine the drained angle of friction for the silty clay soil.b. Determine the shear strength of the clay in the eld at location A.Attach File * Question Completion Status:Poorly graded sand= 19.8 kN/m2.6 mYsatFollowing are the results of four drained, direct shear tests conducted on theclay samples with each having a diameter of 63.5 mm and height of 32 mm.ShearNormal force(N)Test Numberforce atfailure (N)8428.916859.625489.14360125.3a. Determine the drained angle of friction for the silty clay soil.b. Determine the shear strength of the clay in the eld at location A.Attach File

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Following are the results of four drained, direct shear tests conducted on the clay samples with each having a diameter of 63.5 mm and height of 32 mm. Shear Normal force (N) Test Number force at failure (N) 1 84 28.9 168 59.6 3 254 89.1 4 360 125.3 a. Determine the drained angle of friction for the silty clay soil.

Following are the results of four drained, direct shear tests conducted on the clay samples with each having a diameter of 63.5 mm and height of 32 mm. Shear Normal force (N) Test Number force at failure (N) 1 84 28.9 168 59.6 3 254 89.1 4 360 125.3 a. Determine the drained angle of friction for the silty clay soil.

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter17: Subsoil Exploration

Section: Chapter Questions

Problem 17.12P

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