Prob. 3The plan of a flexible rectangular loaded area is shown in Figure below. The uniformlydistributed load on the flexible area, q, is 100 kN/m². Determine the increase in the verticalstress, Aoz, at a depth of z = 2 m belowa. Point Ab. Point Bc. Point C4 m1.6 m2 m0.8 mq = 100 kN/m²A1.2 m-

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The plan of a flexible rectangular loaded area is shown in Figure below. The uniformly distributed load on the flexible area, q, is 100 kN/m2. Determine the increase in the vertical stress, Aoz, at a depth of z=2 m below

The plan of a flexible rectangular loaded area is shown in Figure below. The uniformly distributed load on the flexible area, q, is 100 kN/m2. Determine the increase in the vertical stress, Aoz, at a depth of z=2 m below

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter6: Vertical Stress Increase In Soil

Section: Chapter Questions

Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...

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Concept explainers

Braced cuts

The braced cut is a method of providing lateral support to the soil in foundation trenches, to prevent the trenches from deformation by the caving in of soil and resisting it from moving laterally. During shallow excavation in firm soil, generally, slopes are provided to resist the caving in of soil. During shallow excavation in soft soil and deep excavation, the chances of caving in of soil increase. Hence, it becomes necessary to make a provision to resist the deformation of trenches due to caving in of soil. The braced cut is the method used for such conditions. The excavation using braced cuts is a bit uneconomical as compared to the traditional open-cut excavation method but provides better safety than the cut excavation method.

Question

Prob. 3
The plan of a flexible rectangular loaded area is shown in Figure below. The uniformly
distributed load on the flexible area, q, is 100 kN/m². Determine the increase in the vertical
stress, Aoz, at a depth of z = 2 m below
a. Point A
b. Point B
c. Point C
4 m
1.6 m
2 m
0.8 m
q = 100 kN/m²
A
1.2 m-

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