The compression curve (void ratio, e vs. effective stress, ) for a certain clayey soil is a straight line in a semi-logarithmic plot and it passes through the points (e=1.2; = 50 kPa) g V e = 0.6; = 800 kPa). The compression index (up to two decimal places) of the soil is and
The compression curve (void ratio, e vs. effective stress, ) for a certain clayey soil is a straight line in a semi-logarithmic plot and it passes through the points (e=1.2; = 50 kPa) g V e = 0.6; = 800 kPa). The compression index (up to two decimal places) of the soil is and
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter12: Shear Strength Of Soil
Section: Chapter Questions
Problem 12.18P
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