Consider the soil profile shown in figure subjected to the uniformly distributed load, Delta sigma = 950 lb/ft^2, on the ground surface. Given: H_1 = 6 ft; H_2 =16 ft; and H_3 = 18ft. Soil characteristics are as follows: Sand: gamma_d = 114 Ib/ft^3, gamma_sat = 118 Ib/ft^3 Clay: gamma_sat = 117 Ib/ft^3; C_c = 0.24; e = 0.69; C_s = C_c/5 Estimate the primary' consolidation settlement in the clay if The clay is normally consolidated The preconsolidation pressure sigma'_c = 2300 Ib/ft^2 4. Consider the soil profile shown in figure subjected to the uniformly distributed load, Ao = 950 lb/ft², onthe ground surface. Given: Hj = 6 ft; H2 =16 ft; and H3 = 18 ft. Soil characteristics are as follows:• Sand: Ya = 114 Ib/ft°; Yt = 118 lb/ft³• Clay: Ysat =117 lb/ft²; C, = 0.24 ; e =0.69; C,=C,/5HH2H3| Sand| ClayEstimate the primary consolidation settlement in the clay ifa. The clay is normally consolidatedb. The preconsolidation pressure o',=2300 lb/ft²%3!

Given Data: H1=6 ft. H2=16 ft. H3=18 ft. Dry unit weight of sand is γd= 114 lb/ft3 Saturated unit…

Answered: 4. Consider the soil profile shown in…

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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Consider the soil profile shown in figure subjected to the uniformly distributed load, Delta sigma = 950 lb/ft^2, on the ground surface. Given: H_1 = 6 ft; H_2 =16 ft; and H_3 = 18ft. Soil characteristics are as follows: Sand: gamma_d = 114 Ib/ft^3, gamma_sat = 118 Ib/ft^3 Clay: gamma_sat = 117 Ib/ft^3; C_c = 0.24; e = 0.69; C_s = C_c/5 Estimate the primary' consolidation settlement in the clay if The clay is normally consolidated The preconsolidation pressure sigma'_c = 2300 Ib/ft^2

Transcribed Image Text:4. Consider the soil profile shown in figure subjected to the uniformly distributed load, Ao = 950 lb/ft², on the ground surface. Given: Hj = 6 ft; H2 =16 ft; and H3 = 18 ft. Soil characteristics are as follows: • Sand: Ya = 114 Ib/ft°; Yt = 118 lb/ft³ • Clay: Ysat =117 lb/ft²; C, = 0.24 ; e =0.69; C,=C,/5 H H2 H3 | Sand | Clay Estimate the primary consolidation settlement in the clay if a. The clay is normally consolidated b. The preconsolidation pressure o',=2300 lb/ft² %3!

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