A 7m high permanent sheet pile wall is to be constructed as part of a roadway project in a sandy soil. In thiscase, estimate the possible ground surface deformation. And determine the effected distance from theexcavation due to this deformation.

To address this problem, follow these steps: 1. Understanding Ground Deformation: Ground deformation…

Answered: A 7m high permanent sheet pile wall is…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Calculate the side resistance in pounds for a 20 ft long open ended 27 inch diameter smooth steel pipe pile driven in sand with a friction angle of 35 degrees using the beta method. Assume the water table is at the ground surface. The unit weight of the soil is 126 pcf. The overconsolidation ratio is one.
D)
Problem #2: Design a (One Way Slab) slab whose clear length is 20 ft x 12 ft which is subjected to a live distributed load of 150 psf.
Describe the differences in the three modes and the foundation load-settlement curve typical to each mode.
Please answer 10.2
During geological investigation on a site, it was observed that subsoil contains 7.5 m depth of clay followed by some other incompetent layers. The consultant decided to design a friction pile group which should be economical and able to carry the anticipated load of 1.5 x 106 N excluding the weight of pile cap. Design and draw the plan of the most suitable friction pile group considering the following parameters:Cohesion intercept of clayey layer = 0.030 N/ mm2Factor of safety against shear failure = 2.25Weight of pile cap = 110000NPile diameter = 300 mm
PC =? PI=12+00.00 T = ? E = ? L = ? Tangent, T = Degree, Da= Length, L = Long Chord, LC = MO = ? LC = ? R = 5730 ft I = 1°00'00" PT=? Questions 29-34: Calculate the remaining parts of the circular curve given above: External, E = Middle Ordinate, MO =
During geological investigation on a site, it was observed that subsoil contains 7.5 m depth of clay followed by some other incompetent layers. The consultant decided to design a friction pile group which should be economical and able to carry the anticipated load of 1.5 x 10° N excluding the weight of pile cap. Design and draw the plan of the most suitable friction pile group considering the following parameters: = 0.030 N/ mm - 2.25 Cohesion intercept of clayey layer Factor of safety against shear failure Weight of pile cap = 110000N Pile diameter 300 mm %3D
Question 8 A sample slab section view is shown below: *4 0 10" EW 30 Felt Joint El. See What should be the correct reinforcement configuration in plan view for this slab? What should be the correct reinforcement configuration in plan view for this slab? 10" 10" 10" 10"- #4 bars 10"- 10" 10" 10" #4 bars 10"- # 4 bars 10"-
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A 7m high permanent sheet pile wall is to be constructed as part of a roadway project in a sandy soil. In this case, estimate the possible ground surface deformation. And determine the effected distance from the excavation due to this deformation.