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(3) For the soil profile shown, calculate the total vertical stress, (ov) effective vertical stress, (ov), pore water pressure (u), total horizontal stress, (Oh), and effective horizontal stress (o'n) at points A, B, and C. the soil properties as bellow: Dry sand layer Gs = 2.65, e = 0.5, ko = 0.45 Clay layer Gs = 2.71, w = 42%, ko = 0.5 Silt layer Gs = 2.67, e = 0.6, k, = 0.5 JERST 3m 2m 4m IF F F F F Sand A B G3=2-65 C=0.5 capillary zone Clay G₁=271 1²0.5 4W=42 Silt G5= 2.67 Ke=0-45 C C = 0.6 Ko=0-5

(3) For the soil profile shown, calculate the total vertical stress, (ov) effective vertical stress, (ov), pore water pressure (u), total horizontal stress, (Oh), and effective horizontal stress (o'n) at points A, B, and C. the soil properties as bellow: Dry sand layer Gs = 2.65, e = 0.5, ko = 0.45 Clay layer Gs = 2.71, w = 42%, ko = 0.5 Silt layer Gs = 2.67, e = 0.6, k, = 0.5 JERST 3m 2m 4m IF F F F F Sand A B G3=2-65 C=0.5 capillary zone Clay G₁=271 1²0.5 4W=42 Silt G5= 2.67 Ke=0-45 C C = 0.6 Ko=0-5

Principles of Geotechnical Engineering (MindTap Course List)
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter9: In Situ Stresses
Section: Chapter Questions
Problem 9.4P
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(3) For the soil profile shown, calculate the total vertical stress, (ov) effective vertical stress, (ov), pore water pressure (u), total horizontal stress, (on), and effective horizontal stress (on) at points A, B, and C. the soil properties as bellow: Dry sand layer Gs = 2.65, e = 0.5, k, = 0.45 Clay layer Gs = 2.71, w = 42%, k = 0.5 Silt layer Gs = 2.67, e = 0.6, ko = 0.5 3m 2m 4m A B C Sand G5=2-65 C=0.5 capillary zone Ke=0-45 Clay G₁=271 0.5 Silt G5= 2-67 C=0.6 40=42 Ko=0-5
Transcribed Image Text:(3) For the soil profile shown, calculate the total vertical stress, (ov) effective vertical stress, (ov), pore water pressure (u), total horizontal stress, (on), and effective horizontal stress (on) at points A, B, and C. the soil properties as bellow: Dry sand layer Gs = 2.65, e = 0.5, k, = 0.45 Clay layer Gs = 2.71, w = 42%, k = 0.5 Silt layer Gs = 2.67, e = 0.6, ko = 0.5 3m 2m 4m A B C Sand G5=2-65 C=0.5 capillary zone Ke=0-45 Clay G₁=271 0.5 Silt G5= 2-67 C=0.6 40=42 Ko=0-5
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