Analysis of pile subjected to torsion in multi‐layered soil
Source abstract
Abstract
Summary A new method of analysis of piles in multi‐layered elastic soil subjected to a torque at the head is developed. The differential equation governing the angle of twist in the pile is derived using the variational principles of mechanics. The method of initial parameters is used to obtain closed‐form solutions of the angle of twist and torque in the pile as a function of depth. The inputs required for the analysis are shear moduli of pile and soil, pile geometry and thickness of soil layers. Copyright © 2013 John Wiley & Sons, Ltd.
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Research context
OpenAlex topics: Geotechnical Engineering and Soil Mechanics · Geotechnical Engineering and Underground Structures · Geotechnical and Geomechanical Engineering
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Affiliations
Department of Civil and Environmental Engineering University of Waterloo 200 University Avenue West Waterloo ON N2L 3G1 Canada
Department of Civil Engineering Indian Institute of Technology Delhi Hauz Khas New Delhi 110016 India
References (21)
Show source-provided references
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