Q5) Triaxial undrained test were performed on clay samples taken from clay stratum shown below, 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 inclined plane ofe 57°. b) Do you think the failure occur at this inclined plane (57°) in this stress state as shown in the figure below , prove that .? Note : use the approximate method (2:1 )to calculate increasing stress (Ao) due to the surface load %3D 1200 AN 1.5m #T Ye =16 2 kN m 2 m 4m Sand Yout = 18.81 kN/m³ Cluy Ysat 19.2 kN/ m2. Ke- 0.5 3m Sand and Gravel AP

Elements Of Electromagnetics
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05) Triaxial undrained test were performed on clay samples taken from clay stratum shown
below , 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 inclined plane of e=57°. b) Do you think the failure occur at this inclined plane
(57°) in this stress state as shown in the figure below, prove that .? Note : use the
approximate method ( 2:1 )to calculate increasing stress (Ao) due to the surface load
%3D
%3D
1200 KN
1.5m
2 m
#T
4 mx4 m
Ye =16 2 kN m
4 m
Sand
Ysat =18.81 kN/m³
Cluy
Ysat 19.2 kN/ m2.
Ke- 0.5
3m
Sand and Grave!
AP
Transcribed Image Text:05) Triaxial undrained test were performed on clay samples taken from clay stratum shown below , 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 inclined plane of e=57°. b) Do you think the failure occur at this inclined plane (57°) in this stress state as shown in the figure below, prove that .? Note : use the approximate method ( 2:1 )to calculate increasing stress (Ao) due to the surface load %3D %3D 1200 KN 1.5m 2 m #T 4 mx4 m Ye =16 2 kN m 4 m Sand Ysat =18.81 kN/m³ Cluy Ysat 19.2 kN/ m2. Ke- 0.5 3m Sand and Grave! AP
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