Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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A normally consolidated clay layer 3.12 m. thick has a void ratio of 1.14. Liquid limit is equal to 36 and the average effective stress on the clay layer was 79 kPa. The average stress on it is increased to 118 kPa. as result of the construction of a foundation. If the clay layer is preconsolidated, compute the consolidation settlement in millimeters if the preconsolidation pressure is 133 KPa. Use Cs = 1/6Cc.
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Transcribed Image Text:A normally consolidated clay layer 3.12 m. thick has a void ratio of 1.14. Liquid limit is equal to 36 and the average effective stress on the clay layer was 79 kPa. The average stress on it is increased to 118 kPa. as result of the construction of a foundation. If the clay layer is preconsolidated, compute the consolidation settlement in millimeters if the preconsolidation pressure is 133 KPa. Use Cs = 1/6Cc.
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