A construction project of cantilever sheet pile penetrating saturated clay is designed to form a sheet pile wall along a riverbank as shown in Figure C. Determine: i. The theoretical and actual depth of penetration by using Dactual = 1.5Dtheory ii. The maximum size of sheet pile section necessary by using all = 172.5 MN/m².

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A construction project of cantilever sheet pile penetrating saturated clay is designed
to form a sheet pile wall along a riverbank as shown in Figure C. Determine:
i.
-
ii.
The theoretical and actual depth of penetration by using Dactual = 1.5D theory
The maximum size of sheet pile section necessary by using all = 172.5
MN/m².
Sand
A
y=16 kN/m³
c' = 0
2m
Water table
p=32
Sand
Ysat 19.35 kN/m³
c' = 0
4'=32
Clay
Vsat 19.35 kN/m³
c′ = 46.9 kN/m²
3m
Figure C
E
B
Riverbed
Transcribed Image Text:A construction project of cantilever sheet pile penetrating saturated clay is designed to form a sheet pile wall along a riverbank as shown in Figure C. Determine: i. - ii. The theoretical and actual depth of penetration by using Dactual = 1.5D theory The maximum size of sheet pile section necessary by using all = 172.5 MN/m². Sand A y=16 kN/m³ c' = 0 2m Water table p=32 Sand Ysat 19.35 kN/m³ c' = 0 4'=32 Clay Vsat 19.35 kN/m³ c′ = 46.9 kN/m² 3m Figure C E B Riverbed
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