only HANDWRITTEN answer needed ( NOT TYPED) 1.2.For a cantilever sheet pile wall penetrating a granular soil as shown in figure 1,find the depth of penetration D. (F.S. = 1.2 on D)Find the length of embedment D for the sheet-pile conditions shown in figure. 2Use a safety factor of 1.4 on C.assumeбхо+23TH3yiA+=32°8d=15.9KN/²³.&=35*8 sat४Saxt = 19.33 KM= 35Fig. 1.

Given data: For layer of depth 2m, ϕ=32°γd=15.9 kN/m3 For layer of depth 3m, ϕ=35°γd=19.33 kN/m3…

Answered: 1. For a cantilever sheet pile wall…

1. For a cantilever sheet pile wall penetrating a granular soil as shown in figure 1, find the depth of penetration D. (F.S. = 1.2 on D)

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 18.5P: In Problem 18.4, find the maximum bending moment in the sheet pile and determine the required...

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Concept explainers

Sediment transport

Sediment transport or Soil transport is the movement of solid particles, usually due to the combination of gravitational forces acting on the sediment, and the movement of the liquid at which the sediment enters. Soil erosion occurs in natural systems where the particles are sandstones (sand, rocks), mud, or clay; the liquid is air, water, or ice; and the gravitational force that works to move particles to the landing surface. Sediment transportation or soil migration due to the movement of liquids occurs in rivers, lakes, lakes, oceans, and other bodies of water as a result of currents and waves. Transportation is also caused by glaciers as they flow, and to places on earth under the influence of wind. Soil erosion due to gravity alone is possible in most sloping areas, including hills, scarves, cliffs, and the continental shelf — the continental boundary of the slope.

Question

only HANDWRITTEN answer needed ( NOT TYPED)

1.
2.
For a cantilever sheet pile wall penetrating a granular soil as shown in figure 1,
find the depth of penetration D. (F.S. = 1.2 on D)
Find the length of embedment D for the sheet-pile conditions shown in figure. 2
Use a safety factor of 1.4 on C.
assume
бхо
+
23
TH
3yi
A
+
=32°
8d=15.9KN/²³.
&=35*
8 sat
४
Saxt = 19.33 KM
= 35
Fig. 1.

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