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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fbd79802f-846a-4161-a2bf-b3ee4a62aff7%2F0314ac1e-10df-4693-b0fd-1458b41c203c%2Fu1ss84_processed.jpeg&w=3840&q=75)
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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