مدل‌سازی ژئومکانیکی در عمل مهندسی

The key to successful solution of problems by the finite element method lies in the choice of appropriate numerical models & their associated parameters for geological media. 16 invited contributions on: Basic concepts; Numerical modelling of selected engineering problems; Specific numerical models & parameters evaluation. Cover Half Title Title Page Copyright Page Table of Contents Preface Contributing Authors Part 1: An Introduction to Basic Concepts 1: Linear and Non-Linear Modelling of Geomechanical Media 2: Linear Analysis of Statically and Dynamically Loaded Geomechanical Structures 3: Piecewise Linear, Equivalent Linear and Elastoplastic Solution Methods 4: Material Testing Procedures and Equipment Part 2: Numerical Modelling of Selected Engineering Problems 5: The Contribution of Numerical Analysis to the Design of Shallow Tunnels 6: The Use of Linear Elastic and Piecewise Linear Models in Finite Element Analyses 7: Analysis of Construction Pore Pressures in Embankment Dams 8: The Use of Numerical Modelling in the Practical Design of Earth Dams for Seismic Loading 9: Modelling of Sedimentation and Large Strain Consolidation Part 3: Specific Numerical Models and Parameter Evaluation 10: Evaluation of Soil Properties for Use in Earthquake Response Analysis 11: Liquefaction and Densification of Cohesionless Granular Masses in Cyclic Shearing 12: Three-Dimensional Behaviour and Parameter Evaluation of an Elasto-Plastic Soil Model 13: On Elastoplastic-Viscoplastic Constitutive Modelling of Cohesive Soils 14: Constitutive Equations for Pressure-Sensitive Soils: Theory, Numerical Implementation, and Examples 15: Numerical Modelling of Soils Response to Cyclic Loading Using ‘Stress-Reversal Surfaces’ 16: A Critical Look at Constitutive Models for Soils Subject Index