Ql: Determine the distribution of total stress, pore water pressure andeffective stress for the soil profile shown in the figure.HwNGLyl dryH1y1 SaturatedY2 SaturatedH2 Q2: Find the increase of the vertical total stress, and total stress atpoints A and B. (Note use 2:1 Method)Q2 kN/m?Q1 kN/m?L2 x B2L, x B13 m5 mAB

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Q1: Determine the distribution of total stress, pore water pressure and effective stress for the soil profile shown in the figure. HH yl dry yl Saturated y2 Saturated NGL 1 H1 H2

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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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

Transcribed Image Text:Ql: Determine the distribution of total stress, pore water pressure and effective stress for the soil profile shown in the figure. Hw NGL yl dry H1 y1 Saturated Y2 Saturated H2

Q2: Find the increase of the vertical total stress, and total stress at
points A and B. (Note use 2:1 Method)
Q2 kN/m?
Q1 kN/m?
L2 x B2
L, x B1
3 m
5 m
A
B

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