send help asap :( The data shown in the following table were obtained in Tri-axial compression tests of threeidentical soil specimens. Make all the three semi-circle in on illustrations.Major Principal Stress(КРа)230Specimen NumberMinor Principal Stress(КРа)15021003853150540I) Compute the angle of internal friction.II) Compute the soil cohesion.III) Compute the shearing stress at a depth of 6 m below the ground if a ground watertable is located 2 m below the ground surface if the soil has a dry unit weight of 16KN/ cu m and a saturated unit weight of 20 KN/cu m

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The data shown in the following table were obtained in Tri-axial compression tests of three identical soil specimens. Make all the three semi-circle in on illustrations. Minor Principal Stress (КРа) Major Principal Stress (КР) Specimen Number 50 230 2 100 385 3 150 540 I) Compute the angle of internal friction. II) Compute the soil cohesion. II) Compute the shearing stress at a depth of 6 m below the ground if a ground water table is located 2 m below the ground surface if the soil has a dry unit weight of 16 KN/ cu m and a saturated unit weight of 20 KN/cu m

The data shown in the following table were obtained in Tri-axial compression tests of three identical soil specimens. Make all the three semi-circle in on illustrations. Minor Principal Stress (КРа) Major Principal Stress (КР) Specimen Number 50 230 2 100 385 3 150 540 I) Compute the angle of internal friction. II) Compute the soil cohesion. II) Compute the shearing stress at a depth of 6 m below the ground if a ground water table is located 2 m below the ground surface if the soil has a dry unit weight of 16 KN/ cu m and a saturated unit weight of 20 KN/cu m

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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