| Foreword | p. IX |
| Constitutive modeling | |
| Improvement of the modified Cam-Clay model for overconsolidated soils | p. 3 |
| Undrained biaxial response of Superior and model | p. 7 |
| A thermo-mechanical constitutive law for modeling the hydration of concrete and backfill and its practical application using the parallel version of FLAC[subscript 3D] | p. 15 |
| A visco-elasto-plastic softening model and its application for solving static and dynamic stability problems in potash mining | p. 21 |
| The role of constitutive models in the numerical modeling of sprayed concrete | p. 29 |
| Dynamic analysis | |
| Seismic evaluation of concrete gravity dams using FLAC | p. 39 |
| A practice oriented pore-pressure generation model | p. 47 |
| Calculating the dynamic modulus of a subgrade reaction for a circular footing load resulting from the fall of a container | p. 55 |
| The seismic modeling of sheet pile bulkheads for waterfront applications | p. 61 |
| 3D formulation for dynamic lateral soil pile interaction using 2D FLAC | p. 71 |
| Effect of liquefaction and soil-structure interaction on response spectra | p. 79 |
| Advanced application of FLAC analyses in traffic vibration prediction | p. 87 |
| FLAC modeling of shallow tunnels under seismic action | p. 93 |
| Simulation of earthquake performance of a waterfront slope using fully coupled effective stress approach | p. 101 |
| Slope and embankment stability | |
| Slope stability analysis with FLAC and limit equilibrium methods | p. 111 |
| Numerical modeling of unsaturated flow in porous media using FLAC | p. 115 |
| Stability analysis of a motorway embankment on soft subsoil using FEM, FLAC and limit equilibrium methods | p. 125 |
| Calculation of collapse strains of floodable rockfills by means of finite difference formulated numerical simulations | p. 133 |
| Study of creep of rockfills by means of finite difference formulated numerical simulations and instrumentation records | p. 137 |
| Modeling of interaction between technological construction and embankment under static and seismic loads | p. 141 |
| Stability analysis of paste backfill exposures at Brunswick Mine | p. 147 |
| The Eiblschrofen rock falls - Interpretation of monitoring results based on FLAC[subscript 3D] investigations | p. 157 |
| Numerical study of the Heathrow Cofferdam | p. 163 |
| Numerical modeling of time dependant-slow moving-landslides in colluvium | p. 171 |
| Initial results of the coupled thermal-mechanical analyses of the Khlong Tha Dan RCC Dam | p. 179 |
| Soil-structure interaction | |
| Three-dimensional numerical modeling of geosynthetics mechanical behavior | p. 191 |
| Analysis of stresses induced in an old deep tunnel by pile driving from the surface | p. 199 |
| Effect of embankment slope on lateral response of piles | p. 205 |
| Experiments on small-scale models and comparison with calculations with the finite difference method (FLAC) | p. 215 |
| Modeling static response of a geosynthetic reinforced soil segmental retaining wall using FLAC | p. 223 |
| Route 10 Tsing Lung Bridge cable anchorage design | p. 233 |
| The use of piles for a planned building in Riga, Latvia | p. 241 |
| Assessment of the stability of a high bridge-pier due to ground excavations by using FLAC3D | p. 247 |
| Support interaction in an underground storage facility of radioactive waste in a clay layer | p. 255 |
| Underground structures--mining | |
| Undermining of an unlined tunnel in rock | p. 265 |
| Cavability of the Inca Sector, El Salvador Mine | p. 273 |
| Study of ground control of the main transport road of the deep coal seam panels of GLI Tuncbilek mine in Turkey | p. 281 |
| Numerical modeling of longwall mining through a weak to strong transition in strength of immediate roof strata | p. 287 |
| Numerical analysis of crown pillar recovery techniques beneath paste fill | p. 295 |
| Finite difference continuum modeling of the progressive redistribution of stresses, displacements and shear plane development around an active coal mine longwall | p. 303 |
| Softening effect of coal on the design of yield pillars | p. 313 |
| Underground structures--tunnel | |
| Numerical simulation of squeezing behavior in tunnels | p. 323 |
| FLAC applications to the analysis of swelling behavior in tunnels | p. 329 |
| Real-time modeling of tunneling and compensation grouting at Rio Piedras, San Juan, Puerto Rico | p. 335 |
| Effectiveness of the fast flow algorithm: 2D consolidation benchmark and tunneling application | p. 345 |
| Numerical modeling of shield tunneling processes in soft ground | p. 353 |
| Tunnel face reinforcement: Numerical analysis | p. 361 |
| Numerical analysis of lining ring behavior during shield tunneling | p. 367 |
| Three-dimensional numerical analysis of soil movements induced by the Madrid Classical tunneling method | p. 375 |
| Three-dimensional modeling of sequential tunnel advance | p. 383 |
| Prediction of ground movements due to NATM tunneling | p. 391 |
| Comparison between analytical and numerical stability analyses using FLAC for shallow tunnels in soft rock | p. 399 |
| Design of a backpacked tunnel liner using FLAc | p. 403 |
| Underground cavity design: The case of Bressanone (Bozen, Italy) | p. 413 |
| Author index | p. 421 |
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