A clay soil specimen with the initial height of 1.0 in is loaded for a design pressure of 20 psi. The time rate of consolidation for soil sample in laboratory is shown below. The initial displacement reading of 0.0335 is recorded. Given: H1=1 ft; H2=5ft; and H3=10ft. Soil characteristics are as follows: • Sand: e =0.65; Gs= 2.65 • Clay: e=0.98; Gs= 2.70; o=700 lb/ft2; Cs 1/6 Cc, Cc=0.24.

A clay soil specimen with the initial height of 1.0 in is loaded for a design pressure of 20 psi. The time rate of consolidation for soil sample in laboratory is shown below. The initial displacement reading of 0.0335 is recorded. Given: H1=1 ft; H2=5ft; and H3=10ft. Soil characteristics are as follows: • Sand: e =0.65; Gs= 2.65 • Clay: e=0.98; Gs= 2.70; o=700 lb/ft2; Cs 1/6 Cc, Cc=0.24.

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter2: Geotechnical Properties Of Soil

Section: Chapter Questions

Problem 2.13P

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