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Deep Excavation Stress Analysis Using PLAXIS by Edogawa Comang is a document available to read on EtoBox.

This document discusses using the PLAXIS finite element program to analyze stress-deformation for deep excavations. It presents conventional analysis methods, the finite element method, soil models including Mohr-Coulomb, Hardening Soil, and Soft Soil models. It discusses the analysis approach and soil model parameters, and provides examples of case studies analyzing retaining structures for deep excavations using the finite element method to model nonlinear soil behavior.

Author

Edogawa Comang

Language

EN