A 4m 3m raft is provided at a depth of 3 m below the ground surface in a purely cohesive soil such that the ultimate bearin9 capacity by Terzaghi's is given by 1450KN/m². The net ultimate bearing capacity by Skempton is _KN/m?. Assume Bearin9 capacity factor by Terzaghi to be: Nc Unit weight of clay layer to be 19 KN/m3 5.7, Ng = 1.0.

A 4m 3m raft is provided at a depth of 3 m below the ground surface in a purely cohesive soil such that the ultimate bearin9 capacity by Terzaghi's is given by 1450KN/m². The net ultimate bearing capacity by Skempton is _KN/m?. Assume Bearin9 capacity factor by Terzaghi to be: Nc Unit weight of clay layer to be 19 KN/m3 5.7, Ng = 1.0.

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter15: Retaining Walls, Braced Cuts, And Sheet Pile Walls

Section: Chapter Questions

Problem 15.24P

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