An oedometer test on a saturated clay soil gave the followin
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An oedometer test on a saturated clay soil gave the following results:Cc 5 0.2,Cr 5 0.04, OCR 5 4.5. The existing vertic
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An oedometer test on a saturated clay soil gave the following results:Cc 5 0.2,Cr 5 0.04, OCR 5 4.5. The existing vertical effective stress in the fi eld is 130 kPa. A building foundation will increase the vertical stress at the center of the clay by 50 kPa. The thickness of the clay layer is 2 m and its water content is 28%. (a) Calculate the primary consolidation settlement. (b) What would be the difference in settlement if OCR were 1.5 instead of 4.5?
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