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Q2) Triaxial undrained test were performed on clay samples taken from clay stratum shown betow, the test were taken with pore water pressure measurements , and c- 20 Kpa and e = 24°. From the figure and soil profile shown below find the following : a) The shear strength (ts) for the plane of 0 =57°. b) the safety factor against the failure of this plane (0=57°) 1200 kN 1.5m 2 m WT 4 mx 4 m Ya=16.2 kN/ m3 e = 0.82, Gs =2.67 4 m Sand Ysat=19.2 kN/ m3. Сlay 3 m Ko= 0.5 Sand and Gravel

Q2) Triaxial undrained test were performed on clay samples taken from clay stratum shown betow, the test were taken with pore water pressure measurements , and c- 20 Kpa and e = 24°. From the figure and soil profile shown below find the following : a) The shear strength (ts) for the plane of 0 =57°. b) the safety factor against the failure of this plane (0=57°) 1200 kN 1.5m 2 m WT 4 mx 4 m Ya=16.2 kN/ m3 e = 0.82, Gs =2.67 4 m Sand Ysat=19.2 kN/ m3. Сlay 3 m Ko= 0.5 Sand and Gravel

Principles of Geotechnical Engineering (MindTap Course List)
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter12: Shear Strength Of Soil
Section: Chapter Questions
Problem 12.20P
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Q2) Triaxial undrained test were performed on clay samples taken from clay stratum shown betow , the test were taken with pore water pressure measurements , and c= 20 Kpa and e- shear strength ( Ts) for the plane of 0 =57° . b) the safety factor against the failure of this plane (0=57°) = 24°. From the figure and soil profile shown below find the followingi a) The 1200 kN 1.5m 2 m WT 4 mx 4 m Ya.=16.2 kN/ m3 4 m e = 0.82, Gs =2.67 Sand Clay Ysat=19.2 kN/ m3, 3 m Ko= 0.5 Sand and Gravel
Transcribed Image Text:Q2) Triaxial undrained test were performed on clay samples taken from clay stratum shown betow , the test were taken with pore water pressure measurements , and c= 20 Kpa and e- shear strength ( Ts) for the plane of 0 =57° . b) the safety factor against the failure of this plane (0=57°) = 24°. From the figure and soil profile shown below find the followingi a) The 1200 kN 1.5m 2 m WT 4 mx 4 m Ya.=16.2 kN/ m3 4 m e = 0.82, Gs =2.67 Sand Clay Ysat=19.2 kN/ m3, 3 m Ko= 0.5 Sand and Gravel
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