For the pile distribution below, determine the load Pp that the red pile will receive, in Ton. P = 254 Ton, d = 2 m, ex = 0.2 m, ey = 0.3 m, H= 1.3 m. ex, e and positive with the axes. Consider theself-weight of the head.OOO+2/2+0+0+0/2+d/2

given:d= 2 mex=0.2 mey=0.3 mH=1.3 mP=254 ton

For the pile distribution below, determine the load Pp that the red pile will receive, in Ton. P=254 Ton, d = 2 m, ex = 0.2 m, ey = 0.3 m = 1.3 m. ex, e and positive with the axes. Consider the self-weight of the head. O O O Paol O O O ● O d/2

For the pile distribution below, determine the load Pp that the red pile will receive, in Ton. P=254 Ton, d = 2 m, ex = 0.2 m, ey = 0.3 m = 1.3 m. ex, e and positive with the axes. Consider the self-weight of the head. O O O Paol O O O ● O d/2

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter18: Sheet-pile Walls

Section: Chapter Questions

Problem 18.1P: Refer to Figure 18.9. A cantilever sheet pile is driven into a granular soil where the water table...

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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

For the pile distribution below, determine the load Pp that the red pile will receive, in Ton. P = 254 Ton, d = 2 m, ex = 0.2 m, ey = 0.3 m, H
= 1.3 m. ex, e and positive with the axes. Consider the
self-weight of the head.
O
O
O
+2/2+0+0+0/2+
d/2

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