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Given the soil profile and the following thickness of soil layers, H1 = 10 m, H2 = 5m, H3 = 8m. Plot the variation of o, u, and o' with depth. G, =2.60 S= 53% w = 26% dry unit weight= 14.4 kN/m3 H1 B. Zone of capillary rise G =2.63; e = 0.5 Degree of saturation = S=45% H2 %3D C. Groundwater table w 0.39 (moisture content) G, = 2.72 H3 Sand Saturated clay Rock

Given the soil profile and the following thickness of soil layers, H1 = 10 m, H2 = 5m, H3 = 8m. Plot the variation of o, u, and o' with depth. G, =2.60 S= 53% w = 26% dry unit weight= 14.4 kN/m3 H1 B. Zone of capillary rise G =2.63; e = 0.5 Degree of saturation = S=45% H2 %3D C. Groundwater table w 0.39 (moisture content) G, = 2.72 H3 Sand Saturated clay Rock

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Given the soil profile and the following thickness of soil layers, H1 = 10 m, H2 = 5m, H3 = 8m. Plot the variation of o, u, and o' with depth. %D A G, =2.60 S = 53% w = 26% dry unit weight 14.4 kN/m3 B. Zone of capillary rise G = 2.63; e = 0.5 Degree of saturation S = 45% H2 C. %3D Groundwater table w = 0.39 (moisture content) G, = 2.72 H3 Sand Saturated clay Rock
Transcribed Image Text:Given the soil profile and the following thickness of soil layers, H1 = 10 m, H2 = 5m, H3 = 8m. Plot the variation of o, u, and o' with depth. %D A G, =2.60 S = 53% w = 26% dry unit weight 14.4 kN/m3 B. Zone of capillary rise G = 2.63; e = 0.5 Degree of saturation S = 45% H2 C. %3D Groundwater table w = 0.39 (moisture content) G, = 2.72 H3 Sand Saturated clay Rock
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