11TH CONGRESS OF THE INTERNATIONAL SOCIETY FOR ROCK MECHANICS

By Y. MADAS

A STATE DEPENDENT CONSTITUTIVE MODEL FOR SAND-STRUCTURE INTERFACES ADAPTIVE INTEGRATION OF HYPOPLASTICITY AN ANISOTROPIC BUBBLE MODEL FOR SOFT CLAYS AN ANISOTROPIC MODEL FOR STRUCTURED SOILS AN EXAMINATION OF STRAIN SPACE VERSUS STRESS SPACE FOR THE FORMULATION OF ELASTOPLASTIC CONSTITUTIVE MODELS ANISOTROPIC SMALL STRAIN STIFFNESS WITHIN THE MULTILAMINATE FRAMEWORK APPLICATION OF DISCONTINUITY LAYOUT OPTIMIZATION TO PROBLEMS INVOLVING NON-ASSOCIATIVE FRICTION ASSOCIATED PLASTICITY FOR NONASSOCIATED FRICTIONAL MATERIALS COMPARISON OF METHODS FOR CALCULATION OF SETTLEMENTS OF SOFT CLAY EFFECT OF YIELD SURFACE SHAPE ON THE SIMULATED ELASTO-PLASTIC RESPONSE OF COHESIVE SOILS IMPACT OF INPUT DATA ON SOIL MODEL CALIBRATION USING GENETIC ALGORITHMS INFLUENCE OF DESTRUCTURATION OF SOFT CLAY ON TIME-DEPENDANT SETTLEMENTS MODELING LIQUEFACTION BEHAVIOR OF SANDS BY MEANS OF HYPOPLASTIC MODEL MODELING OF CREEP MECHANISM AND DAMAGE OF ROCK SALT MODELING STATIC LIQUEFACTION WITHIN MULTILAMINATE FRAMEWORK ON THE DIFFERENCES BETWEEN THE DRUCKER-PRAGER CRITERION AND EXACT IMPLEMENTATION OF THE MOHR-COULOMB CRITERION IN FEM CALCULATIONS SIMULATION OF MECHANICAL BEHAVIOUR OF TOYOURA SAND USING SEVERN TRENT CONSTITUTIVE MODEL SOIL PARAMETER IDENTIFICATION FOR CYCLIC LOADING STUDY OF TENSORIAL DAMAGE IN A POROUS GEOMATERIAL TIME- AND STRESS-COMPRESSIBILITY OF CLAYS DURING PRIMARY CONSOLIDATION UNCERTAINTY AND SENSITIVITY ANALYSIS OF LABORATORY TEST SIMULATIONS USING AN ELASTOPLASTIC MODEL VALIDATION OF EMPIRICAL FORMULAS TO DERIVE MODEL PARAMETERS FOR SANDS COMPUTER CODES AND ALGORITHMS 3D PARALLEL COMPUTING FEA IN OFFSHORE FOUNDATION DESIGN 70-LINE 3D FINITE DEFORMATION ELASTOPLASTIC FINITE-ELEMENT CODE A SIMPLE TIME STEPPING ALGORITHM FOR MATERIAL POINT METHOD ANALYSIS OF THE STABILITY OF SHEET PILE WALLS USING DISCONTINUITY LAYOUT OPTIMIZATION APPLICATION OF DISCONTINUITY LAYOUT OPTIMIZATION TO GEOTECHNICAL LIMIT ANALYSIS PROBLEMS ENHANCING SOLUTION PROCEDURES OF A NEW NUMERICAL SCHEME FOR DYNAMIC ANALYSIS OF SOIL-STRUCTURE INTERACTION PROBLEMS NUMERICAL BEARING CAPACITY COMPUTATION AND LOAD-DISPLACEMENT BEHAVIOR OF SHALLOW FOUNDATIONS BY STRESS LEVEL BASED ZEL METHOD SIMPLE QUALITY INDICATORS FOR FE ANALYSIS BASED ON STRESS MAPS FOR GAUSS POINTS THE UPPER BOUND LIMIT ANALYSIS OF BEARING CAPACITY PROBLEMS USING THE FINITE ELEMENT METHOD DISCONTINUUM AND PARTICULATE MODELLING A NUMERICAL SIMULATION ON CENTRIFUGE LIQUEFACTION MODEL USING MICROSCOPIC FLUID COUPLING SCHEME WITH DISCRETE ELEMENT METHOD DISCRETE ELEMENT MODELING OF LOW STRENGTH ROCK EFFECT OF DRYING ON A GRANULAR SLOPE PHYSICAL MODEL ANALYSED BY DISCRETE ELEMENT METHOD (DEM) ISOTROPIC COMPRESSION OF COHESIVE-FRICTIONAL PARTICLES WITH ROLLING RESISTANCE SIZE EFFECTS ON A VIRTUAL CALIBRATION CHAMBER LARGE DEFORMATION – LARGE STRAIN ANALYSIS A COUPLED EULERIAN-LAGRANGIAN APPROACH TO SOLVE GEOTECHNICAL PROBLEMS INVOLVING LARGE DEFORMATIONS ADVANCES IN MESHLESS METHODS WITH APPLICATION TO GEOTECHNICS AN ALE FINITE ELEMENT METHOD FOR COHESIONLESS SOIL AT LARGE STRAINS: COMPUTATIONAL ASPECTS AND APPLICATIONS ANALYSIS OF DYNAMIC PENETRATION OF OBJECTS INTO SOIL LAYERS LARGE DEFORMATION ANALYSIS OF THE INSTALLATION OF DYNAMIC ANCHOR MODELLING OF INSTALLATION EFFECTS OF DRIVEN PILES USING HYPOPLASTICITY FLOW AND CONSOLIDATION A MULTISCALE APPROACH FOR THE CONSIDERATION OF SPATIAL GROUNDWATER FLOW IN THE STABILITY ANALYSIS OF A LARGE EXCAVATION PIT A NUMERICAL MODEL FOR THE ELECTROKINETIC TREATMENT OF NATURAL SOILS WITH CALCITE ANALYSIS OF ARTIFICIAL GROUND FREEZING IN THE PARI-DUOMO PLATFORM TUNNEL OF THE NAPLES METRO LARGE SCALE HYDRAULIC CONDUCTIVITY OF THE SOIL DEPOSITS OF THE VENEZIA LAGOON FROM NUMERICAL BACK-ANALYSIS NUMERICAL ANALYSES OF GRANULOMETRIC STABILITY OF MORAINE DAM CORES NUMERICAL PREDICTION OF TIME-DEPENDENT ROCK SWELLING BASED ON AN EXAMPLE OF A MAJOR TUNNEL PROJECT IN ONTARIO/CANADA SOME FEATURES OF THE COUPLED CONSOLIDATION MODELS USED FOR THE EVALUATION OF THE DISSIPATION TEST STEADY STATE SEEPAGE FLOW THROUGH ZONED EARTH STRUCTURES AFFECTED BY PERMEABILITY DEFECTS UNSATURATED SOIL MECHANICS A COMPARISON BETWEEN NUMERICAL INTEGRATION ALGORITHMS FOR UNSATURATED SOILS CONSTITUTIVE MODELS COMPARISON OF STRESS UPDATE ALGORITHMS FOR PARTIALLY SATURATED SOIL MODELS MODELLING OF THE HYSTERETIC SOIL–WATER RETENTION CURVE FOR UNSATURATED SOILS NUMERICAL INTEGRATION AND ANALYSIS OF EQUILIBRIUM IN UNSATURATED MULTIPHASE MEDIA ARTIFICIAL INTELLIGENCE A GENETIC ALGORITHM FOR SOLVING SLOPE STABILITY PROBLEMS: FROM BISHOP TO A FREE SLIP PLANE SIMULATION OF THE MECHANICAL BEHAVIOR OF RAILWAY BALLAST BY INTELLIGENT COMPUTING THREE DIMENSIONAL SITE CHARACTERIZATION MODEL OF SUURPELTO (FINLAND) USING SUPPORT VECTOR MACHINE RELIABILITY AND PROBABILITY ANALYSIS EVALUATION OF SOIL VARIABILITY AND ITS CONSEQUENCES INVERSE MODELLING INCLUDING SPATIAL VARIABILITY APPLIED TO THE CONSTRUCTION OF A ROAD EMBANKMENT RELIABILITY ANALYSIS OF PIPING IN EMBANKMENT DAM SPATIAL VARIABILITY OF SOIL PARAMETERS IN AN ANALYSIS OF A STRIP FOOTING USING HYPOPLASTIC MODEL VALIDATING MODELS AGAINST EXPERIENCE IN FOUNDATION ENGINEERING, USING THE ROC CURVE DYNAMIC PROBLEMS AND GEOHAZARDS A 2 5D FINITE ELEMENT MODEL FOR SIMULATION OF UNBOUNDED DOMAINS UNDER DYNAMIC LOADING A COMPARISON OF DIFFERENT APPROACHES FOR THE MODELLING OF SHALLOW FOUNDATIONS IN SEISMIC SOIL-STRUCTURE INTERACTION PROBLEMS A FINITE ELEMENT APPROACH FOR DYNAMIC SEEPAGE FLOWS A METHOD TO SOLVE BIOT’S U-U FORMULATION FOR SOIL DYNAMICS APPLICATIONS USING THE ABAQUS/EXPLICIT PLATFORM ALTERNATIVE FORMULATIONS FOR CYCLIC NONLINEAR ELASTIC MODELS: PARAMETRIC STUDY AND COMPARATIVE ANALYSES ANALYSIS OF THE EFFECT OF PILE LENGTH IN A PILE GROUP ON THE TRANSFER AND IMPEDANCE FUNCTIONS IN SOIL-PILE INTERACTION MODELS DYNAMIC FRAGMENTATION IN ROCK AVALANCHES: A NUMERICAL MODEL OF MICROMECHANICAL BEHAVIOUR EVALUATION OF THE EFFICIENCY OF A MODEL OF ROCKFALL PROTECTION STRUCTURES BASED ON REAL-SCALE EXPERIMENTS EVALUATION OF VISCOUS DAMPING DUE TO SOLID-FLUID INTERACTION IN A POROELASTIC LAYER SUBJECTED TO SHEAR DYNAMIC ACTIONS NON LINEAR NUMERICAL MODELING OF SLOPES STABILITY UNDER SEISMIC LOADING – REINFORCEMENT EFFECT