4. A line load of q = 160kN/m with a = 45° is placed on a ground surface as shownin Figure below. Calculate the increase of pore water pressure at M immediately after applicationof the load for the cases given below.(a) z = 6m, x = 0m, v=0.5, 4= 0.5.(b) z = 6m, x = 3m, v= 0.4, 4= 0.55.313 m3.aG.W.T.M●Clay● (x, z)x (m)

Answered: Image /qna-images/answer/654eb3d1-e4ac-4a62-9c7b-91f3f5bbd4e7.jpg

A line load of q = 160kN/m with a = 45° is placed on a gre Figure below. Calculate the increase of pore water pressure the load for the cases given below. a) z = 6m, x = 0m, v=0.5, A=0.5. b) z = 6m, x= 3m, v= 0.4, A=0.55.

A line load of q = 160kN/m with a = 45° is placed on a gre Figure below. Calculate the increase of pore water pressure the load for the cases given below. a) z = 6m, x = 0m, v=0.5, A=0.5. b) z = 6m, x= 3m, v= 0.4, A=0.55.

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

4. A line load of q = 160kN/m with a = 45° is placed on a ground surface as shown
in Figure below. Calculate the increase of pore water pressure at M immediately after application
of the load for the cases given below.
(a) z = 6m, x = 0m, v=0.5, 4= 0.5.
(b) z = 6m, x = 3m, v= 0.4, 4= 0.55.
31
3 m
3.
a
G.W.T.
M●
Clay
● (x, z)
x (m)

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