| Preface | |
| Technical Committee | |
| On the Role of Analytical Solutions for the Evaluation of Soil Deformation around Tunnels | p. 3 |
| Parallel Coupled Analyses in Geotechnical Engineering | p. 25 |
| The Calculations on Haarajoki Test Embankment with the Finite Element Program Plaxis 6.31 | p. 37 |
| Tunnel Modelling in Analogical Soil: Comparison of Experimental and Computational Results Obtained with a Finite Difference Program | p. 47 |
| 3-D Discrete Element Analysis of Rigid Structures Resting on Non-Linear Soil | p. 57 |
| Backanalysis of Sheetpile Wall Test Karlsruhe (1993) Applying Inverse Analysis | p. 67 |
| Numerical Simulation of non Linear Behavior of Laterally Loaded Pile | p. 77 |
| Three-Dimensional Structural Analyses and Design of Segmented Tunnel Lining at Construction Stage | p. 87 |
| Dimensional Reduction Applied to Specific Problems of Consolidation | p. 337 |
| A Soil Model for the Overconsolidated Region of Clays | p. 347 |
| A two Dimensional Finite Element Consolidation Model for Unsaturated Soil | p. 357 |
| Numerical Simulation of the Thermoviscoplastic Behaviour of Bituminous Concrete | p. 367 |
| A New Creep Law to Describe the Transient and Secondary Creep Phase | p. 377 |
| Application of Damage Mechanics to Deep Tunnels | p. 389 |
| A Comparative Study on the Assessment of Mechanical Properties of Porous and Heterogeneous Rocks by Various Averaging Methods | p. 401 |
| Creep-Like Delayed Failure of Clayey Ground after the End of Embankment Construction | p. 413 |
| A Hybrid Finite/Discrete Element Method for Analysis of Unpaved Roads Reinforced by Geotextiles | p. 423 |
| A Numerical Procedure for the Analysis of Soil Consolidation | p. 433 |
| Interaction Analysis of Rigid Foundation-Building System | p. 443 |
| A Model for the Behaviour of Soil-Structure Interface | p. 453 |
| Plane-Strain Modelling for Unsaturated Soil | p. 463 |
| Large Strain Consolidation for Elasto-Plastic Soils | p. 473 |
| Implicit Integration of Non-Standard Plasticity Models | p. 483 |
| Adaptive Mesh Simulation of Passive Earth Pressure Failure | p. 493 |
| An Application of Meshless Methods in Modeling Damaged Rock Masses | p. 503 |
| Why Water Flow is Prevented in Clay? Unified Simulation of Molecular Dynamics and Homogenization Analysis for Seepage Problem | p. 513 |
| A Thin-Layer Element for Seepage Analysis | p. 523 |
| A Procedure for Generating Well Conditioned Tetrahedral Meshes | p. 533 |
| Boundary Integral Methods in Engineering - A Saltwater Intrusion Example | p. 543 |
| Application of Iterative Solvers in Geomechanics with Special Emphasis on Petroleum Engineering | p. 553 |
| Investigation on Flow Problems Using Fractal Analysis | p. 563 |
| A Parallel Computing Solution of the Finite Element Analysis of Thermo/Hydro/Mechanical Behaviour of Unsaturated Soil | p. 573 |
| Thermoporoelastic Analysis of a Deep Circular Tunnel: Effect of Heterogeneity | p. 583 |
| Numerical Analysis of Pressuremeter Test in Soil | p. 593 |
| Some Experiences of Modelling Tunnelling in Soft Ground Using Three-Dimensional Finite Elements | p. 603 |
| Numerical Modelling of Rock Mass Stress Strain Changes Caused by Underground Excavation in the Bor Copper Mine | p. 613 |
| Object-Oriented Analysis of a Finite Element Framework for Geotechnical Applications | p. 623 |
| Slope Stability of Embankments on Soft Clay | p. 635 |
| Results from two Geotechnical Benchmark Problems | p. 645 |
| Numerical Models for the Design of Shallow Foundations for Low-Rise Buildings | p. 655 |
| Artificial Neural Network Analysis for the Evaluation of Slope Stability | p. 665 |
| Stress-Strain Behaviour of Cohesionless Soils: Experiments, Theory and Numerical Computations | p. 675 |
| Unsaturated Behaviour of Earthfill Dams | p. 685 |
| A Numerical Code for Computation of Transport Phenomena Coupled with Mechanics in Porous Media | p. 695 |
| Determination of Rock Mass Strength Properties by Homogenization | p. 707 |
| Finite Element Analysis of Transient Pulse Method for Permeability Measurements | p. 719 |
| Deformational Analysis of Geomaterials Considering Strain-Induced Damage | p. 729 |
| 3-D Geotechnical Model for the North/Southline in Amsterdam | p. 739 |
| Determining Relative Density of Sands from CPT Using Fuzzy Measure Theory | p. 751 |
| Authors' Index | p. 761 |
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