Original paper
Three-dimensional analysis of a pile-group foundation
Volume: 10, Issue: 1, Pages: 41 - 58
Published: Jan 1, 1986
Abstract
A non‐linear three‐dimensional finite element procedur is developed and applied for the analysis of pile group foundations. The numerical procedure allows for elastic, non‐linear elastic and elastic‐plastic hardening behaviour of sand. In order to include the interaction effects involving relative slip and debonding, the thin‐layer interface element is used. The predictions for displacements and loads obtained from the numerical procedure are...
Paper Details
Title
Three-dimensional analysis of a pile-group foundation
Published Date
Jan 1, 1986
Volume
10
Issue
1
Pages
41 - 58
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Notes
History