The critical state friction angle of a soil is 30deg and
The critical state friction angle of a soil is 30° and OCR = 20. Would this soil fail in tension if it were loaded in under plane strain condition? Show calculations to support your answer. Estimate the undrained shear strength under plane strain.
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the critical state friction angle of a soil is 30deg and ocr 20 would this soil fail in tension if it were loaded in
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