‘mormally consolidated clay given: 1S kKN/m® ateo=122 = 430 KN/m? ate=098 * 10° m/sec, Find: long in days will it take for a 3 m thick lsyer of the same drained both sides in the field to reach 50% consolidation? is settlement at 50% consolidation? QIB: For normally consolidated clay given:Po-215 kN/mPo+ Ap= 430 kN/mK=0.3* 10 m/sec, Find:1- How long in days will it take for a 3 m thick layer of the same drainedon both sides in the field to reach 50% consolidation?2- What is settlement at 50% consolidation?at eo = 1.22at e = 0.98

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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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‘mormally consolidated clay given: 1S kKN/m® ateo=122 = 430 KN/m? ate=098 * 10° m/sec, Find: long in days will it take for a 3 m thick lsyer of the same drained both sides in the field to reach 50% consolidation? is settlement at 50% consolidation?

QIB: For normally consolidated clay given:
Po-215 kN/m
Po+ Ap= 430 kN/m
K=0.3* 10 m/sec, Find:
1- How long in days will it take for a 3 m thick layer of the same drained
on both sides in the field to reach 50% consolidation?
2- What is settlement at 50% consolidation?
at eo = 1.22
at e = 0.98

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