sand layer 6m high overlies a clay layer that is 8m high. Ground water table is at the interface of a sand and clay. The unit weight of sand is 16.16kn/m3, saturated uni weight of clay is 19.65kn/m3, void ratio of clay is 0.74, Liquid limit= 44. Determine the settlement (mm) of the consolidating layer for a stress increase of 52.4kpa. Use stored value. Answer in 5 decimal places.

sand layer 6m high overlies a clay layer that is 8m high. Ground water table is at the interface of a sand and clay. The unit weight of sand is 16.16kn/m3, saturated uni weight of clay is 19.65kn/m3, void ratio of clay is 0.74, Liquid limit= 44. Determine the settlement (mm) of the consolidating layer for a stress increase of 52.4kpa. Use stored value. Answer in 5 decimal places.

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter8: Stresses In A Soil Mass

Section: Chapter Questions

Problem 8.12P

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