(d) An anchor sheet pile bulkhead is shown in figure. Calculate the actual depth of penetration (Use,Dactual = 1.3 Dtheory) Draw the pressure distribution diagram, and Determine the anchor force per unit length of wall. i. ii. iii. = 4 m /X\ Sand 3 L = 10 m y = 18 kN/m , 9 = 30 1 Sand L = 25 m 3

(d) An anchor sheet pile bulkhead is shown in figure. Calculate the actual depth of penetration (Use,Dactual = 1.3 Dtheory) Draw the pressure distribution diagram, and Determine the anchor force per unit length of wall. i. ii. iii. = 4 m /X\ Sand 3 L = 10 m y = 18 kN/m , 9 = 30 1 Sand L = 25 m 3

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter14: Sheet-pile Walls

Section: Chapter Questions

Problem 14.8P

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Concept explainers

Analysis and Procedures for Material Selection

The term material selection means to select the right material for various engineering applications. There are various engineering materials available and each has different individual properties. Thorough knowledge of the material properties and behavior is crucial in the design process. For instance, a structural member, such as a beam, is used to support vertical shear loads by the building itself. To withstand such loads, the material of the beam must possess adequate strength and stiffness to resist any deformation that might lead to the formation of cracks.

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(d)
An anchor sheet pile bulkhead is shown in figure.
Calculate the actual depth of penetration (Use,Dactual = 1.3 Dtheory)
Draw the pressure distribution diagram, and
Determine the anchor force per unit length of wall.
i.
ii.
iii.
= 4 m /X
Sand
3
L = 10 m
Y = 18 kN/m , 9 = 30
1
Sand
L = 25 m
3
2
Y = 22 kN/m , p = 30
sat
Dredge Line
Sand
3
D
Y = 22 kN/m , q = 30
sat
Conclusion.
3.

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