The proposed building will exert a net stress of 12 Newtons per square centimeter. a) Determine the buoyant unit weight of the clay b) Determine the effective vertical stress at the mid-height of the clay layer c) Determine the average settlement of the normally consolidated clay layer. Use compression index C = 0.009(LL - 10)

Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter16: Soil Improvement And Ground Modification
Section: Chapter Questions
Problem 16.12P
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The proposed building will exert a net stress of 12 Newtons per square centimeter. a) Determine the buoyant unit weight of the clay b) Determine the effective vertical stress at the mid-height of the clay layer c) Determine the average settlement of the normally consolidated clay layer. Use compression index C = 0.009(LL - 10) 
4m
y=17.6 kN/m
11.2 m
x'-10.4 kN/m
w40%
LL-40%
8.2 m
re27.3 kN m³
Soft Cay
Fine Sand
Transcribed Image Text:4m y=17.6 kN/m 11.2 m x'-10.4 kN/m w40% LL-40% 8.2 m re27.3 kN m³ Soft Cay Fine Sand
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