The results shown in the following table were obtained at the pea a series of CD TXC with a constant cell pressure (isotropic) for a given soil. Cell Pressure (kPa) Axial Stress at Failure (kPa) 70 265 140 494
The results shown in the following table were obtained at the pea a series of CD TXC with a constant cell pressure (isotropic) for a given soil. Cell Pressure (kPa) Axial Stress at Failure (kPa) 70 265 140 494
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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4. Please answer parts a and b
![The results shown in the following table were obtained at the peak in
a series of CD TXC with a constant cell pressure (isotropic) for a
given soil.
Cell Pressure (kPa)
Axial Stress at Failure (kPa)
70
265
140
494
(a) Draw the stress path using p-q diagram of each test.
(b) Draw s-t diagram (stress path) and determine the shear strength
parameters (O', c') using s-t diagram.
[Note: You need to draw the stress paths from Stage 1 (consolidation)
to the end of Stage 2 (shearing) of TXC tests.]](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F1b2b0faa-a69c-49ec-bdc4-17b77f040ccd%2Fdf1671c2-e9bd-46d7-b638-20e5b75e82b6%2Fms9jbi_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The results shown in the following table were obtained at the peak in
a series of CD TXC with a constant cell pressure (isotropic) for a
given soil.
Cell Pressure (kPa)
Axial Stress at Failure (kPa)
70
265
140
494
(a) Draw the stress path using p-q diagram of each test.
(b) Draw s-t diagram (stress path) and determine the shear strength
parameters (O', c') using s-t diagram.
[Note: You need to draw the stress paths from Stage 1 (consolidation)
to the end of Stage 2 (shearing) of TXC tests.]
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