ts The value of effective stress at 4 m depth for the subsoil condition as shown in figure is (Assume Yw = 10 kN/m³) T 4 m I 2m 7XXX 7XXX Capillary saturation upto GL #- 끝 2m Sand G₂ = 2.60 e = 0.60

ts The value of effective stress at 4 m depth for the subsoil condition as shown in figure is (Assume Yw = 10 kN/m³) T 4 m I 2m 7XXX 7XXX Capillary saturation upto GL #- 끝 2m Sand G₂ = 2.60 e = 0.60

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 9.12P

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Concept explainers

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

ts
The value of effective stress at 4 m depth for the
subsoil condition as shown in figure is (Assume
Yw = 10 kN/m³)
Ţ
T
4 m
➜
2 m
#
2 m
7XX\
Capillary saturation upto GL
¥
Sand
G, = 2.60
e = 0.60

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