| Preface |
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xv | |
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Results from the ERTC7 benchmark exercise |
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3 | (8) |
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Constitutive modeling and numerical implementation |
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Modeling the behavior of expansive clays |
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11 | (8) |
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A constitutive model for undrained anisotropic behaviour of clays |
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19 | (8) |
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Calculation of shear band thickness in sensitive clays |
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27 | (6) |
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Response envelopes of the elasto-plastic S-CLAY1 model |
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33 | (8) |
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Modelling small-strain stiffness with the multilaminate framework |
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41 | (8) |
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An evaluation of constitutive models to predict the behaviour of fine-grained soils with different degrees of overconsolidation |
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49 | (8) |
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An elasto-plastic constitutive model for clays considering microstructure |
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57 | (6) |
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A multilaminate model with destructuration |
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63 | (8) |
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Coupled analysis of an in situ experiment in a soft argillaceous rock using a new constitutive model |
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71 | (8) |
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An elasto-plastic cap model for partially saturated soils |
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79 | (8) |
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Modelling of partly saturated weathered broken rock |
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87 | (6) |
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A Generalized Plasticity approach for describing the behaviour of silty soils forming the Venetian lagoon basin |
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93 | (8) |
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Hypoplastic description of the frictional behaviour of contacts |
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101 | (6) |
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Micro-polar modelling of a reinforced soil structure under shearing |
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107 | (6) |
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A stress-strain integration algorithm for unsaturated soil elastoplasticity with automatic error control |
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113 | (8) |
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Implicit integration of a new hyperelastic mixed isotropic-kinematic hardening model for structured clays |
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121 | (6) |
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Influence of the initial void ratio on the evolution of the passive earth pressure |
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127 | (6) |
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The relevance of small-strain soil stiffness in numerical simulation of excavation and tunnelling projects |
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133 | (8) |
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Numerical study of pressuremeter strain and stress holding test |
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141 | (6) |
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Identification of soil parameters from pressuremeter tests |
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147 | (6) |
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Investigation on the mechanical resistance of reinforced sand samples |
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153 | (4) |
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Testing and modelling stabilised soft clay |
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157 | (4) |
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Effect of testing conditions on the shear strength parameters -- a numerical study |
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161 | (6) |
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Hydro-bio-mechanical modelling of landfilled waste: Decomposition, density and moisture retention |
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167 | (8) |
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3-D FEM-BEM method for analysing the transmission vibrations of soil to a pile foundation |
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175 | (8) |
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Dynamic analysis of piles embedded in transversely isotropic soils using hybrid elements |
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183 | (6) |
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Application of the Boundary Element method to analyze dynamic soil compaction control techniques |
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189 | (8) |
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Finite element analyzes of dynamic compaction techniques and integrated control methods |
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197 | (8) |
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Numerical approach of detection of foundations of buildings by propagation of a wave |
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205 | (6) |
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Effective stress analysis for the seismic response of shallow foundations on liquefiable sand |
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211 | (6) |
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Vertical compliance function of adjacent surface rigid footings in heterogeneous soil layer |
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217 | (6) |
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Efficient numerical simulation of waste landfills' seismic response |
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223 | (8) |
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Dynamic FE analysis of ground vibrations and mitigation measures for stationary and non-stationary transient source |
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231 | (6) |
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Three-dimensional analyses of transition zones at railway bridges |
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237 | (6) |
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Free field vibrations due to the passage of high-speed trains |
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243 | (6) |
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Application of pseudo-static limit analysis in geotechnical earthquake design |
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249 | (8) |
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BIEM for seismic wave propagation in fluid saturated multilayered media |
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257 | (10) |
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Numerical modeling of the soil structure interaction during sinkholes |
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267 | (8) |
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Smoothed particle hydrodynamics for soil mechanics |
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275 | (8) |
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Research on the pre-process of three dimensional composite element method for discontinuous rock |
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283 | (8) |
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The influence of the soil-structure interface on tunnel induced building deformation |
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291 | (8) |
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Morphological effects on settlements induced by shallow tunnelling |
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299 | (6) |
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Eurocode-based ultimate limit state design of NATM tunnels using nonlinear constitutive models for sprayed concrete and soil |
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305 | (8) |
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Numerical investigation of the failure of a shotcrete lining |
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313 | (6) |
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Three-dimensional modelling for the widening of existing tunnels |
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319 | (6) |
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Squeezing effects in the excavation of deep tunnels |
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325 | (8) |
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Numerical modeling of tunnel lining at high temperature |
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333 | (8) |
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A ``multi-phase'' model for finite element analysis of traction forces in bolts used in the reinforcement of tunnel walls |
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341 | (6) |
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Abandonment of caverns in rock salt mass |
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347 | (6) |
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Long-term behavior of shield tunnel crossing the new-built embankment in soft soil |
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353 | (6) |
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Excavation plan and preliminary support design of an underground control room using 3D analysis in soft and weathered rocks |
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359 | (8) |
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Socorridos pumping station -- numerical modelling |
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367 | (8) |
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Deep excavations and retaining walls |
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Excavation-induced ground movements behind a single-propped wall |
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375 | (8) |
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Elastic-plastic flexure of embedded retaining walls |
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383 | (8) |
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Large scale excavation model test on single strutted sheet pile wall and back calculation of soil parameters |
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391 | (8) |
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Parametric FE study of loads and displacements of braced excavations in soft clay |
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399 | (6) |
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Numerical modeling of propped retaining walls -- influence of parameters |
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405 | (6) |
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Elastoplastic joint element for the finite element analysis of the Hochstetten sheet pile wall |
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411 | (6) |
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Numerical modelling of a diaphragm wall production process in Rotterdam compared to monitoring data |
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417 | (6) |
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Back analysis on the deep excavation in Stockholm with finite element method |
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423 | (8) |
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Design of a deep building pit with numerical and limit equilibrium methods |
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431 | (6) |
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Numerical modelling of earth pressure loading of the vertical stem of L-shaped retaining walls |
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437 | (10) |
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The pre-failure deformation of an embankment predicted by two kinematic hardening models |
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447 | (8) |
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Numerical modelling of Murro test embankment with S-CLAY1S |
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455 | (8) |
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Numerical design, installation and monitoring of a load transfer platform (LTP) for a railway embankment near Rotterdam |
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463 | (8) |
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Results of the settlement prediction exercise of an embankment founded on soil improved by stone columns |
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471 | (6) |
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Deformation analyses of land reclamation and a test construction with finite element method |
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477 | (8) |
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Factors of safety by limit equilibrium and strength reduction methods |
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485 | (6) |
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Slope safety factor calculations with non-linear yield criterion using finite elements |
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491 | (6) |
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A study on interslice force function and line of thrust in slope stability analysis |
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497 | (4) |
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Sensitivity analyses of global stability in sanitary landfills |
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501 | (6) |
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Numerical analysis of the behaviour of a cut slope in stiff clays by finite difference method |
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507 | (6) |
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Simulation of a large excavation using a Hoek-Brown model |
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513 | (6) |
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Investigation of interaction of landslide soil with the piles of a double-row construction with the help of the finite-element method |
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519 | (6) |
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Numerical analysis of an open excavation close to an embankment on improved ground |
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525 | (8) |
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Undrained bearing capacity and mechanisms of collapse of square footings under vertical and moment loads |
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533 | (6) |
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Advanced FE versus classical settlement analyses |
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539 | (8) |
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Foundation analyses with unsaturated soil model for different suction profiles |
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547 | (10) |
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Numerical modelling of laterally loaded short pile |
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557 | (6) |
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Modelling piles under multi-directional loading conditions |
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563 | (6) |
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Nonlinear analysis of laterally loaded piles by a pseudo three-dimensional FE model |
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569 | (6) |
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Numerical modelling of the combined axial and lateral loading of vertical piles |
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575 | (8) |
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Analysis of piled raft foundations with piles of different lengths subjected to horizontal and vertical loadings |
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583 | (6) |
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Prediction of pile group response using a simplified non-linear finite element model |
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589 | (6) |
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Numerical investigation into stress and strain development around a displacement pile in sand |
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595 | (6) |
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Axisymmetric and 3D analyses of pile test using FEM |
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601 | (6) |
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Interpretation of pile load test failure using FEM simulation |
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607 | (6) |
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Different aspects of large deformation contact formulations applied to pile-soil FE-analysis |
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613 | (6) |
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Numerical analyses of pile foundation in complex geological conditions |
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619 | (10) |
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Reliability and probability analysis |
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Implementation and validation of a simple probabilistic tool for finite element codes |
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629 | (6) |
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Inverse analysis of an embankment using the Ensemble Kalman Filter including heterogeneity of the soft soil |
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635 | (6) |
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System reliability assessment of friction drilled shafts in gravel soils |
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641 | (10) |
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A neural network equivalent of hardening soil model of PLAXIS |
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651 | (6) |
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Application of artificial neural networks in solving inversion problem of surface wave method |
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657 | (6) |
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Simulating the seismic response of an embankment using soft computing techniques |
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663 | (8) |
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Hybrid neural network and genetic algorithm approach to the prediction of bearing capacity of driven piles |
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671 | (6) |
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Application of evolutionary programming techniques in geotechnical engineering |
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677 | (8) |
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Some experiences developing software for seepage with phreatic surfaces |
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685 | (8) |
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Flow-deformation due to two-phase flow: A loose coupling simulation |
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693 | (8) |
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Identification of characteristic coefficient of seepage in inhomogeneous and anisotropic rock masses |
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701 | (6) |
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Numerical determination of soil deformations around a penetrating object in 2D and 3D models |
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707 | (6) |
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CIP-based numerical simulation for large deformation problems considering the interaction between geomaterial and rigid body |
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713 | (8) |
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Reservoir, dam and rock mass interaction modeling |
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721 | (6) |
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Study on rheological property of rockfill and its influence on deformation and stress in concrete face rockfill dams |
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727 | (8) |
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Sensitivity analysis to examine tree root effectiveness in soft ground stabilisation |
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735 | (8) |
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Parallel three dimensional finite element analysis of dinosaur trackway formation |
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743 | (8) |
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Finite element analysis of buried flexible culverts subjected to rockfall loading |
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751 | (8) |
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Two and three-dimensional modeling of abutment-backfill system on soft ground |
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759 | (8) |
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Special session on numerical modelling of ground improvement |
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Stone columns -- group behaviour and influence of footing flexibility |
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767 | (6) |
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Exercise on calculation of stone columns -- Priebe method and FEM |
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773 | (4) |
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Modelling stone columns in soft clay |
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777 | (4) |
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Bearing capacity of group of stone columns |
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781 | (6) |
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Tracking the settlement of sand layers stabilized by stone piles using numerical modeling |
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787 | (6) |
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Numerical modelling of deep mixing by volume averaging technique |
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793 | (8) |
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Equivalent-uniform soil model for the seismic response analysis of sites improved with inclusions |
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801 | (8) |
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Equivalence between 2D and 3D numerical simulations of the seismic response of improved sites |
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809 | (8) |
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Three-dimensional modelling of an embankment over soft soil improved by rigid piles |
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817 | (6) |
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Influence of the soil nonlinearity and the interface on the seismic response of micropiles |
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823 | (6) |
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Modeling various types of reinforced soil by the finite element method -- application to piled raft foundations |
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829 | (6) |
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Numerical modelling of vertical drains with advanced constitutive models |
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835 | (8) |
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Coupling finite elements and discrete elements methods, application to reinforced embankment by piles and geosynthetics |
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843 | (6) |
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D.E.M. modeling in impact condition of geocomposite cells dedicated to rockfall protection barriers |
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849 | (8) |
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Experimental observations and theoretical interpretation of the mechanical behaviour of a grouted pyroclastic silty sand |
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857 | (8) |
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Numerical method for sheet pile quay walls with sea-side ground improvement |
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865 | (8) |
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| Author index |
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873 | |
