In a normally consolidated clay specimen, the following are given from the laboratory consolidation test. ơ -65.0 kN/m2 o 240.0 kN/m2 2.12 data e2 0.85 a. Find the compression index C b. What will be the void ratio when the next pressure incre- ment raises the pressure to 460.0 kN/m2?
In a normally consolidated clay specimen, the following are given from the laboratory consolidation test. ơ -65.0 kN/m2 o 240.0 kN/m2 2.12 data e2 0.85 a. Find the compression index C b. What will be the void ratio when the next pressure incre- ment raises the pressure to 460.0 kN/m2?
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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book: principle of foundation engineering - Braja M Das
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