send help asaaap huhuu The data shown in the f toble were obtained in tri-ayialcompression tests of three identical Soil speci mens.Cell Pressure (KPa)Deviatov Stress (Ka)180285390test5021003150a) Compute the Angle of internal frictionb) Compute the Soils cohesion.C:) Compute the Potential Shrar Strangth of soil at depth of umetarsbelouw the ground sarface if GWT is located 2 metevs below dvoundSurface if the soil has dry unit weight of 16 KN Im3 and aSoturated unit weight of of 20 KN m².

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The data shouwn in the ff table were obtained in tri-ayial compression tests of three identical soil specimens. Cell Pressure (ktu) test Doviator Stress (KPa) 180 285 390 50 2 100 3 150 a) Compute the b.) Compute the Soils cohesion. C:) Compute the Potential Shar Strangth of soil at depth of umeters below the ground sarface if GWT is located 2 meters below dvourd Surface if the soil has dry unit weight of 16 KN/m3 and a Soturated unit w eight of of 20 KNm. Angle of internal friction

The data shouwn in the ff table were obtained in tri-ayial compression tests of three identical soil specimens. Cell Pressure (ktu) test Doviator Stress (KPa) 180 285 390 50 2 100 3 150 a) Compute the b.) Compute the Soils cohesion. C:) Compute the Potential Shar Strangth of soil at depth of umeters below the ground sarface if GWT is located 2 meters below dvourd Surface if the soil has dry unit weight of 16 KN/m3 and a Soturated unit w eight of of 20 KNm. Angle of internal friction

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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