Problem 3: Given: Soil sample has void ratio (e)-0.82 water content (w)= 13% specific gravity (G.)-2.65

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
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Determine  degree of saturation , Dry unit 

Weight 

Problem 3:
Given:
Soil sample has void ratio (e) -0.82
water content (w)- 13%
specific gravity (G.)= 2.65
Transcribed Image Text:Problem 3: Given: Soil sample has void ratio (e) -0.82 water content (w)- 13% specific gravity (G.)= 2.65
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