The sub-surface profile at a certain site is shown in Figure. Given that YSM =112pcf, YML =109pcf, YML,sat =113pcf, lateral earth pressure coefficient at rest K, =0.54. Compute u, Ox, Oz, ox, ando at Point A. Solution: • Total vertical stress at A: O₂ = • Pore water pressure at A: u = • Effective vertical stress at A: σ₂ = • Effective horizontal stress at A: x = • Total horizontal stress at A: x = psf; psf; psf; psf; psf; Silty Sand (SM) Clayey Silt (ML) D 12 ft 10 ft 11 ft
The sub-surface profile at a certain site is shown in Figure. Given that YSM =112pcf, YML =109pcf, YML,sat =113pcf, lateral earth pressure coefficient at rest K, =0.54. Compute u, Ox, Oz, ox, ando at Point A. Solution: • Total vertical stress at A: O₂ = • Pore water pressure at A: u = • Effective vertical stress at A: σ₂ = • Effective horizontal stress at A: x = • Total horizontal stress at A: x = psf; psf; psf; psf; psf; Silty Sand (SM) Clayey Silt (ML) D 12 ft 10 ft 11 ft
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter10: Stresses In A Soil Mass
Section: Chapter Questions
Problem 10.16P: Refer to Figure 10.46. A flexible circular area of radius 6 m is uniformly loaded. Given: q = 565...
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Transcribed Image Text:The sub-surface profile at a certain site is shown in Figure. Given that YSM =112pcf, YML =109pcf, /ML,sat =113pcf, lateral earth pressure coefficient at rest K₁ =0.54. Compute
U, Ox, Oz, Ox', andoz at Point A.
Solution:
Total vertical stress at A: O₂ =
• Pore water pressure at A: u =
• Effective vertical stress at A: 0₂
●
Effective horizontal stress at A: Ox'
Total horizontal stress at A: Ox
II
psf;
psf;
psf;
psf;
psf;
Silty Sand:
(SM).
Clayey Silt
(ML)
▼
12 ft
10 ft
11 ft
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