Q.23 A normally consolidated clay settled by 2cm when the effective stress was increased from 100kPa to 200kPa. when the effective stress is increased to 400kPa then the total settlement will be

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 2.26P
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Answer of thie problem please.,

Q.23
A normally consolidated clay settled by 2cm
when the effective stress was increased
from 100kPa to 200kPa. when the effective
stress is increased to 400kPa then the total
settlement will be
Transcribed Image Text:Q.23 A normally consolidated clay settled by 2cm when the effective stress was increased from 100kPa to 200kPa. when the effective stress is increased to 400kPa then the total settlement will be
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