consolidated clay located below ground surface has 3 m thickness and voic Uniform load is acting on the ground surface = 40 kPa. Ave. effective stress at the top of clay = 56 kPa Ave. effective stress at the midpoint of clay = 80 kPa Pre-consolidation pressure = 130 kPa Compression Index = 0.45 Swell Index=0.06
consolidated clay located below ground surface has 3 m thickness and voic Uniform load is acting on the ground surface = 40 kPa. Ave. effective stress at the top of clay = 56 kPa Ave. effective stress at the midpoint of clay = 80 kPa Pre-consolidation pressure = 130 kPa Compression Index = 0.45 Swell Index=0.06
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 2.12P
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