) To tal density b) dry densiz y =)degree of saturation )saturated densizy (assume no volume change)

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter3: Weight-volume Relationships And Plasticity
Section: Chapter Questions
Problem 3.11P
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A soil has e=0.75
We = 21 % Gs = 270 usinga
Phase diagram determene
a) To tal density
b) dry densiz y
c)degree of saturation
d) saturated densizy (assumenovolume change)
Transcribed Image Text:A soil has e=0.75 We = 21 % Gs = 270 usinga Phase diagram determene a) To tal density b) dry densiz y c)degree of saturation d) saturated densizy (assumenovolume change)
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