I need the answer as soon as possible Q2/ The load intensity applied by the footing (in the figure below) is 170 kN/m,determine the consolidation settlement for the following cases. (rw = 10%3DkNkN/m, o, = 64.35 ), divided the clay layer into three sub layers.m21.0 m11.5 x3.0) mSand1.5mY = 16.5 kN/m1.5 mSandTsat = 17.8 kN/m%3DClayYsat = 18.2 kN/m'e, = 0.92Cc 0.27Cr = 0.124.0 m

Answered: etermine the consolidation settlement…

etermine the consolidation settlement for the following cases. (rw = 10 %3D /m', a kN ), divided the clay layer into three sub layers. = 64.35 m2 17. t

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter2: Geotechnical Properties Of Soil

Section: Chapter Questions

Problem 2.14P

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I need the answer as soon as possible

Q2/ The load intensity applied by the footing (in the figure below) is 170 kN/m,
determine the consolidation settlement for the following cases. (rw = 10
%3D
kN
kN/m, o, = 64.35 ), divided the clay layer into three sub layers.
m2
1.0 m
11.5 x3.0) m
Sand
1.5m
Y = 16.5 kN/m
1.5 m
Sand
Tsat = 17.8 kN/m
%3D
Clay
Ysat = 18.2 kN/m'
e, = 0.92
Cc 0.27
Cr = 0.12
4.0 m

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