(a) Describe and classify sheet Pile Wall. (b) State the uses of sheet pile wall? (c) List the advantage of sheet piling over other retaining structures.
(a) Describe and classify sheet Pile Wall. (b) State the uses of sheet pile wall? (c) List the advantage of sheet piling over other retaining structures.
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(a) Describe and classify sheet Pile Wall.
(b) State the uses of sheet pile wall?
(c) List the advantage of sheet piling over other retaining structures.
(d) An anchor sheet pile bulkhead is shown in figure.
a) Calculate the actual depth of penetration (Use,Dactual = 1.3 Dtheory)
b) Draw the pressure distribution diagram, and
c) Determine the anchor force per unit length of wall.
4. Conclusion.
Sand
γ
sat
= 24 kN/m
3
, φ = 30
0
Sand
γ = 20 kN/m
3
, φ = 30
0
Sand
γ
sat
= 24 kN/m
3
, φ = 30
0
l
1
= 3 m
L
1
= 10 m
L
2
= 22 m

Transcribed Image Text:For odd roll number
1.
Introduction.
2.
Objectives and applications of laterally loaded and machine foundation.
3(a) Describe and classify sheet Pile Wall.
(b) State the uses of sheet pile wall?
List the advantage of sheet piling over other retaining structures.
(d)
(c)
An anchor sheet pile bulkhead is shown in figure.
a) Calculate the actual depth of penetration (Use,Dactual = 1.3 Dtheory)
b) Draw the pressure distribution diagram, and
c) Determine the anchor force per unit length of wall.
3 m
7A Sand
L = 10 m
y = 20 kN/m , q = 30
Sand
L = 22 m
Y = 24 kN/m', q = 30°
sat
Dredge Line
Sand
D
Y = 24 kN/m', o = 30"
sat
4.
Conclusion.
Expert Solution
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