Elastic Solutions to 2D Plane Strain Problems: Nonlinear Contact and Settlement Analysis for Shallow Foundations

Elastic Solutions to 2D Plane Strain Problems: Nonlinear Contact and Settlement Analysis for Shallow Foundations

The classical Neumann boundary value problem of an isotropic, homogeneous elastic half-plane under plane strain conditions is readdressed as the limiting case of the fully three-dimensional problem. Analytical solutions of the stress and strain tensors are obtained by taking the limit from known thr...

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Bibliographic Details
Main Authors: Adam G. Taylor, Jae H. Chung
Format: Article
Language:English
Published: MDPI AG 2022-08-01
Series:Geotechnics
Subjects:
plane strain
shallow foundations
soil-structure interaction
elasticity
Online Access:https://www.mdpi.com/2673-7094/2/3/32

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