For a given soil, the in-situ porosity is 0.35 and Gs=2.65. Calculate: a) the void ratio, b) dry unit weight y(kN/m³), c) the saturated unit weight, and (d) What would the moist unit weight be when the soil is 50% saturated?
For a given soil, the in-situ porosity is 0.35 and Gs=2.65. Calculate: a) the void ratio, b) dry unit weight y(kN/m³), c) the saturated unit weight, and (d) What would the moist unit weight be when the soil is 50% saturated?
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 3.5P
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