3. The soil profile at a site for a proposed office building consists of a layer of fine sand 9.9m thick above a layer of soft normally consolidated clay 3m thick. Below the soft clay is a deposit of coarse sand. The groundwater table was observed to be 3.5m below ground level. The void ratio of the sand is 0.8 and the water content of the clay is 45%. The building will impose a vertical stress increase of 150 KPa at the middle of the clay layer. Estimate the primary consolidation settlement of the clay. Assume that the soil above the water table to be saturated. Cc = 0.3 and Gs 2.7. 3.5m gwt 6.4m Fine sand Clay 3m Coarse sand
3. The soil profile at a site for a proposed office building consists of a layer of fine sand 9.9m thick above a layer of soft normally consolidated clay 3m thick. Below the soft clay is a deposit of coarse sand. The groundwater table was observed to be 3.5m below ground level. The void ratio of the sand is 0.8 and the water content of the clay is 45%. The building will impose a vertical stress increase of 150 KPa at the middle of the clay layer. Estimate the primary consolidation settlement of the clay. Assume that the soil above the water table to be saturated. Cc = 0.3 and Gs 2.7. 3.5m gwt 6.4m Fine sand Clay 3m Coarse sand
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter9: Consolidation
Section: Chapter Questions
Problem 9.15P
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