30. A fully saturated clay specimen is subjected to a pressure of 160 kPa in the consolidation test. After a period of time when the average pore pressure is 40 kPa, the degree of consolidation is
30. A fully saturated clay specimen is subjected to a pressure of 160 kPa in the consolidation test. After a period of time when the average pore pressure is 40 kPa, the degree of consolidation is
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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![30. A fully saturated clay specimen
is subjected to a pressure of 160
kPa in the consolidation test. After
a period of time when the average
pore pressure is 40 kPa, the
degree of consolidation is](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff2643fdd-ec52-4cc7-9781-dfbc1bebf274%2F96074cc8-3be1-4088-ad95-d20cf808d4c7%2Fzt5dqvl_processed.jpeg&w=3840&q=75)
Transcribed Image Text:30. A fully saturated clay specimen
is subjected to a pressure of 160
kPa in the consolidation test. After
a period of time when the average
pore pressure is 40 kPa, the
degree of consolidation is
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