Numerical Methods in Geotechnical Engineering: Recent Developments: Proceedings of Sessions of Geo-Denver 2000, August 5-8, 2000, Denver, Colorado

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This proceedings covers a wide range of topics to which advanced numerical methods can be applied to geotechnical engineering. The papers discuss applications of artificial neural networks for characterizing the stress-strain behavior of soil; present comparisons between discrete element modeling and laboratory data from shear box tests; examine numerical analyses of lateral earth support problems, including retaining walls, slurry walls, and a soil-nailed slope; provide methods for and results of advanced ...
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Overview

This proceedings covers a wide range of topics to which advanced numerical methods can be applied to geotechnical engineering. The papers discuss applications of artificial neural networks for characterizing the stress-strain behavior of soil; present comparisons between discrete element modeling and laboratory data from shear box tests; examine numerical analyses of lateral earth support problems, including retaining walls, slurry walls, and a soil-nailed slope; provide methods for and results of advanced numerical modeling of footings on granular soils; and employ the spectral stochastic finite element method to analyze multi-phase flow in a random porous medium.
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Table of Contents

Stage Excavation Analyses of CA/T Slurry Walls 1
Effect of Retaining Walls Deformation Modes on Numerically Calculated Earth Pressure 12
Propagation of Uncertainty in Mechanistic Models of Soil 29
Characterizing the Three-Dimensional Stress--Strain Behavior of Sandy Soils: A Neuro-Mechanistic Approach 43
Effect of Particle Properties on Soil Behavior: Three-Dimensional Numerical Modelling of Shearbox Tests 58
Modeling Drained Triaxial Compression Behavior of Sand Using Artificial Neural Networks 71
Advanced Numerical Modelling of Footings on Granular Soils 88
Numerical Analysis of the Load Transfer and Deformation in a Soil Nailed Slope 102
Subject Index 117
Author Index 119
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