Diaz (1992) reported the following values for Mexico City clay: void ratio (e) = 2, natural water content (w) = 460%, and specific gravity of solids (Gs) = 2.65. Please do the following: From the given values, and assuming Vs = 1 m³, compute all of the remaining quantities entering a phase diagram, i.e., Va, Vw, Ww, and Ws. Next, compute the degree of saturation (S). Finally, compute the moist unit weight (γ), dry unit weight (γd), and the unit weight of the solid phase (γs).
Diaz (1992) reported the following values for Mexico City clay: void ratio (e) = 2, natural water content (w) = 460%, and specific gravity of solids (Gs) = 2.65. Please do the following: From the given values, and assuming Vs = 1 m³, compute all of the remaining quantities entering a phase diagram, i.e., Va, Vw, Ww, and Ws. Next, compute the degree of saturation (S). Finally, compute the moist unit weight (γ), dry unit weight (γd), and the unit weight of the solid phase (γs).
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter7: Permeability
Section: Chapter Questions
Problem 7.17P
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- Diaz (1992) reported the following values for Mexico City clay: void ratio (e) = 2, natural water content (w) = 460%, and specific gravity of solids (Gs) = 2.65. Please do the following:
- From the given values, and assuming Vs = 1 m³, compute all of the remaining quantities entering a phase diagram, i.e., Va, Vw, Ww, and Ws.
- Next, compute the degree of saturation (S).
- Finally, compute the moist unit weight (γ), dry unit weight (γd), and the unit weight of the solid phase (γs).
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