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Please use this identifier to cite or link to this item: http://repository.iitr.ac.in/handle/123456789/19333
Title: A Simplified Method for Seismic Design of Cantilever Sheet Pile Walls under Infinite Uniform Surcharge Load
Authors: Singh A.P.
Chatterjee, Kaustav
Published in: International Journal of Geomechanics
Abstract: Cantilever sheet pile walls are generally designed assuming the rectilinear distribution of net earth pressure. In this paper, a new method is proposed in the framework of the limit equilibrium approach for the analysis of cantilever sheet pile walls with distanced infinite uniform surcharge load under the seismic condition in cohesionless soils. The sheet pile wall is assumed to be a rigid body to rotate about a pivot point near the toe of the wall and generates active and passive earth pressures. Horizontal force equilibrium and moment equilibrium are considered to determine the pivot point simultaneously. Closed form expressions for the bending moment and shear force at various depths of the sheet pile wall are proposed. It is observed that for a horizontal seismic acceleration coefficient of 0.3, and when the magnitude of surcharge increases from 0 to 100 kPa, the penetration depth increases by 103.75% and 64.7% when the surcharge is placed at the top and at 3.9 m away from the sheet pile wall, respectively. The requirement of the penetration depth and corresponding location of pivot point based on the magnitude and location of the surcharge is proposed through design charts in nondimensional form.
Citation: International Journal of Geomechanics(2020), 20(9)
URI: https://doi.org/10.1061/(ASCE)GM.1943-5622.0001764
http://repository.iitr.ac.in/handle/123456789/19333
Issue Date: 2020
Publisher: American Society of Civil Engineers (ASCE)
Keywords: Cantilever sheet piles
Distanced surcharge
Limit equilibrium methods
Penetration depth
Seismic
Nanocantilevers
Pressure distribution
Retaining walls
Seismic design
Seismology
Walls (structural partitions)
Cantilever sheet pile walls
Closed-form expression
Cohesionless soil
Horizontal forces
Horizontal seismic acceleration
Limi
ISSN: 15323641
Author Scopus IDs: 57211579082
55794870000
Author Affiliations: Singh, A.P., Dept. of Civil Engineering, IIT Roorkee, Roorkee, 247667, India
Chatterjee, K., Dept. of Civil Engineering, IIT Roorkee, Roorkee, 247667, India
Corresponding Author: Chatterjee, K.; Dept. of Civil Engineering, India; email: kchatfce@iitr.ac.in
Appears in Collections:Journal Publications [CE]

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