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 bearing capacity by Terzaghi's X is given by 1450kN/m². The net ultimate bearing capacity by Skempton ___kN/m². is Assume Bearing capacity factor by Terzaghi to be: Nc 5.7, N₁ = 1.0. Unit weight of clay layer to be 19 kN/m³ -

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 bearing capacity by Terzaghi's X is given by 1450kN/m². The net ultimate bearing capacity by Skempton ___kN/m². is Assume Bearing capacity factor by Terzaghi to be: Nc 5.7, N₁ = 1.0. Unit weight of clay layer to be 19 kN/m³ -

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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