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A drained triaxial compression test on a saturated clay yielded the effective shear strength parameters as c' = 15 kPa and φ' = 22°. Consolidated Undrained triaxial test on an identical sample of this clay at a cell pressure of 200 kPa developed a pore water pressure of 150 kPa at failure. The deviator stress (expressed in kPa) at failure is _________
    Correct answer is between '100,110'. Can you explain this answer?
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    A drained triaxial compression test on a saturated clay yielded the ef...
    Φ = 20 degrees. The pore water pressure during the test was measured as u = 10 kPa.

    To calculate the total shear strength parameters, we need to consider the effective stress. The effective stress is the difference between the total stress and the pore water pressure.

    σ' = σ - u

    Where σ' is the effective stress, σ is the total stress, and u is the pore water pressure.

    The total shear strength parameters can be calculated as follows:

    C' = c - u = 15 kPa - 10 kPa = 5 kPa

    ϕ' = ϕ = 20 degrees

    Therefore, the total shear strength parameters are C' = 5 kPa and ϕ' = 20 degrees.
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    A drained triaxial compression test on a saturated clay yielded the effective shear strength parameters as c' = 15 kPa and φ' = 22°. Consolidated Undrained triaxial test on an identical sample of this clay at a cell pressure of 200 kPa developed a pore water pressure of 150 kPa at failure. The deviator stress (expressed in kPa) at failure is _________Correct answer is between '100,110'. Can you explain this answer?
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    A drained triaxial compression test on a saturated clay yielded the effective shear strength parameters as c' = 15 kPa and φ' = 22°. Consolidated Undrained triaxial test on an identical sample of this clay at a cell pressure of 200 kPa developed a pore water pressure of 150 kPa at failure. The deviator stress (expressed in kPa) at failure is _________Correct answer is between '100,110'. Can you explain this answer? for Civil Engineering (CE) 2025 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared according to the Civil Engineering (CE) exam syllabus. Information about A drained triaxial compression test on a saturated clay yielded the effective shear strength parameters as c' = 15 kPa and φ' = 22°. Consolidated Undrained triaxial test on an identical sample of this clay at a cell pressure of 200 kPa developed a pore water pressure of 150 kPa at failure. The deviator stress (expressed in kPa) at failure is _________Correct answer is between '100,110'. Can you explain this answer? covers all topics & solutions for Civil Engineering (CE) 2025 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for A drained triaxial compression test on a saturated clay yielded the effective shear strength parameters as c' = 15 kPa and φ' = 22°. Consolidated Undrained triaxial test on an identical sample of this clay at a cell pressure of 200 kPa developed a pore water pressure of 150 kPa at failure. The deviator stress (expressed in kPa) at failure is _________Correct answer is between '100,110'. Can you explain this answer?.
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