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Refer to Figure 11.40. Given: H = 5 ft, H, = 7 ft, H3 = 6 ft, and Ao = 3000 lb/ft. Also, Clay: e = 1.1, G, %3D %3D %3D = 2.72, LL = 45 %3D %3D Sand: e = 0.58, G, = 2.65 %3D

Refer to Figure 11.40. Given: H = 5 ft, H, = 7 ft, H3 = 6 ft, and Ao = 3000 lb/ft. Also, Clay: e = 1.1, G, %3D %3D %3D = 2.72, LL = 45 %3D %3D Sand: e = 0.58, G, = 2.65 %3D

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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Refer to Figure 11.40. Given: H = 5 ft, H2 = 7 ft, H3 = 6 ft, and Ao = 3000 lb/ft. Also, • Clay: e = 1.1, G, • Sand: e = 0.58, G, = 2.65 %3D %3D = 2.72, LL = 45 %3D
Transcribed Image Text:Refer to Figure 11.40. Given: H = 5 ft, H2 = 7 ft, H3 = 6 ft, and Ao = 3000 lb/ft. Also, • Clay: e = 1.1, G, • Sand: e = 0.58, G, = 2.65 %3D %3D = 2.72, LL = 45 %3D
H1 Groundwater table H2 H3 Void ratio = e Sand E Clay Figure 11.40 Estimate the primary consolidation settlement if the preconsolidation pressure is 3500 lb/ft?. Assume Cs =C
Transcribed Image Text:H1 Groundwater table H2 H3 Void ratio = e Sand E Clay Figure 11.40 Estimate the primary consolidation settlement if the preconsolidation pressure is 3500 lb/ft?. Assume Cs =C
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