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)

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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.
Transcribed Image Text: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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