| A new constitutive non linear model for geomaterials and applications by the finite element method | p. 3 |
| Elastoplastic model for unsaturated expansive soils | p. 11 |
| FEM modelling of self-boring pressuremeter tests on sands by means of Lade's elasto-plastic laws | p. 19 |
| An automatic adaptive remeshing for modelling of shear band | p. 27 |
| Performance of the constitutive model for soil gUTS | p. 35 |
| Minimum time step criterion in finite element analysis of unsaturated consolidation, model U-DAM | p. 43 |
| Low-order finite elements in dilatant/contractant plastic flow | p. 51 |
| A combined constitutive model-adaptive mesh refinement formulation for the analysis of shear bands in soils | p. 59 |
| A non-linear anisotropic elastic model for overconsolidated clay based on strain energy | p. 67 |
| On the mechanical response of gassy clays: Some theoretical considerations | p. 75 |
| Nonlinear analysis of the coefficient of consolidation | p. 81 |
| A slip line model based on plastic localization and discontinuous approximation | p. 85 |
| Constitutive model for unsaturated soils: Validation on a silty material | p. 91 |
| Hourglass properties of 4-node quad | p. 97 |
| The selection of the parameters for the modified cam clay analysis | p. 105 |
| On integration rules for triangles | p. 111 |
| Implementation of a two-fields f.e.m. for incremental laws in large deformations | p. 115 |
| A numerical model for overconsolidated clays containing discontinuities | p. 121 |
| The influence of geometry and end restraint on the strength in triaxial compression in numerical simulations | p. 129 |
| An experimental and numerical investigation of the hydration of compacted powdered boom clay | p. 135 |
| Numerical simulation of general 3D quasi-static shear deformation of granular media | p. 143 |
| Interfacial localisation in a granular medium modelled as a Cosserat continuum | p. 149 |
| Numerical modelling of cyclic mobility during undrained cyclic loading | p. 157 |
| Finite element benchmarks for clays - The INTERCLAY II project | p. 165 |
| Thermo-hydro-mechanical modelling of an underground radioactive wastes disposal | p. 171 |
| Heating unsaturated clay - An experimental and numerical investigation | p. 181 |
| A parallel computing simulation of some experimental results of heat and moisture transfer in unsaturated soil | p. 187 |
| FEM-analysis of Heathrow NATM trial tunnel | p. 195 |
| Analysis of settlement damage to masonry structures | p. 203 |
| Steady finite-element method for analysis of advancing tunnels under non-uniform loading | p. 209 |
| Lateral soil restraint of a buried pipeline | p. 215 |
| A model of interaction between tunnelling and a masonry structure | p. 221 |
| Calculation of tunnels in soft ground | p. 229 |
| Short term and long term settlements around a tunnel in stiff clay | p. 235 |
| High-frequency response analyses of machine foundations | p. 243 |
| Numerical modelling of dynamic experiments on dry sand beds using simple models | p. 249 |
| Elastic settlements of circular footings on nonhomogeneous soils | p. 257 |
| Stress path analysis of geotechnical structures | p. 263 |
| A numerical study on pile foundation of the 300 m high Commerzbank tower in Frankfurt am Main | p. 271 |
| Numerical model of a piled foundation with respect to the stress history | p. 279 |
| Probabilistic validation of a numerical computing program for shallow foundation typical structure calculations | p. 287 |
| Analysis of the use of membranes in oil tank foundations | p. 293 |
| On the mechanical behaviour of sand reinforced with geotextiles | p. 299 |
| Finite element analysis of stabilized peat and clay | p. 305 |
| Analyses of a nailed soil wall curved in plan | p. 311 |
| Modelling of the sheet pile wall test in Karlsruhe 1993 | p. 319 |
| Practical computations of slope liquefaction | p. 325 |
| Boundary conditions in the behaviour of large embankments | p. 333 |
| Limit state calculation of an anchored retaining wall | p. 341 |
| Estimating the groundwater effects of a road cutting | p. 345 |
| Lateral pile response using a single finite element | p. 351 |
| A numerical study of delayed failure of excavations | p. 355 |
| Flow towards open excavations with bottom grouted seal | p. 363 |
| Deep excavations in soft soil - Finite element analysis and in-situ measurements | p. 369 |
| Study on the active earth pressure with inclined surface and cohesive soil | p. 377 |
| Elastic-plastic finite element analysis of an excavated slope in soft clay | p. 383 |
| Evaluation of rock mass blockiness by using mathematic model | p. 391 |
| Mathematical modelling of rock bolt system | p. 395 |
| Numerical evaluation of effective moduli in brittle rocks with multiple interacting cracks | p. 401 |
| Finite element analysis of the failure of a sandstone cave roof in Nottingham | p. 409 |
| Numerical analysis of stability of waste disposal in salt rocks | p. 417 |
| Development of an inverse back analysis code and its verification | p. 423 |
| Author index | p. 431 |
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