Study on Effect of Ground Improvement on Lateral Load Carrying Capacity of Pile using Developed Simplified Soil–Pile Stiffness Matrix
Abstract
In this present study, a Beam on Nonlinear Winkler Foundation approach has been utilized to study the effect of ground improvement on deformation characteristics of laterally loaded pile. Fourth-order governing differential equation of pile deformation has been solved, and a simplified pile–soil stiffness matrix has been developed. The optimum depth (from ground surface) up to which engineering properties of soil require to be improved has been...
Paper Details
Title
Study on Effect of Ground Improvement on Lateral Load Carrying Capacity of Pile using Developed Simplified Soil–Pile Stiffness Matrix
Published Date
Feb 28, 2020
Journal
Volume
50
Issue
5
Pages
859 - 870
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