Samples have been obtained from both soil strata shown in the figure below. A series of shear strength tests were then performed on both samples and plotted in diagrams below. The c' and ø’ values obtained from these diagrams are shown in the figure below. Using this data, compute the shear strength on the horizontal and vertical planes at points A, B, and C. Sand and grvels 3.0 im 7=17.0 WT V | 1.1 m •A sandy silt (ML) 5.0 imn 4.9 m c=10 kPa Clay o'= 28 K=0.54 •B Idealized Linear Function. Ce 0.1 m medium grained sand (SW) y=18.0 c=0 9'= 37 K=0.80 Lab test results Range of G' in the field

Samples have been obtained from both soil strata shown in the figure below. A series of shear strength tests were then performed on both samples and plotted in diagrams below. The c' and ø’ values obtained from these diagrams are shown in the figure below. Using this data, compute the shear strength on the horizontal and vertical planes at points A, B, and C. Sand and grvels 3.0 im 7=17.0 WT V | 1.1 m •A sandy silt (ML) 5.0 imn 4.9 m c=10 kPa Clay o'= 28 K=0.54 •B Idealized Linear Function. Ce 0.1 m medium grained sand (SW) y=18.0 c=0 9'= 37 K=0.80 Lab test results Range of G' in the field

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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