APPLIED SOIL MECHANICS WITH ABAQUS APPLICATIONS
CONTENTS PROPERTIES OF SOIL SOIL FORMATION / PHYSICAL PARAMETERS OF SOILS / RELATIVE DENSITY / MECHANICAL PROPERTIES OF SOIL / SIEVE ANALYSIS / HYDROMETER ANALYSIS / SOIL CONSISTENCY / LIQUID LIMIT / PLASTIC LIMIT / SHRINKAGE LIMIT / PLASTICITY CHART / CLASSI?CATION SYSTEMS / COMPACTION / ELASTICITY AND PLASTICITY INTRODUCTION / STRESS MATRIX / ELASTICITY / THREE-DIMENSIONAL STRESS CONDITION / UNIAXIAL STRESS CONDITION / PLANE STRAIN CONDITION / PLANE STRESS CONDITION / PLASTICITY / MODI?ED CAM CLAY MODEL / NORMAL CONSOLIDATION LINE AND UNLOADING–RELOADING LINES / CRITICAL-STATE LINE / YIELD FUNCTION / HARDENING AND SOFTENING BEHAVIOR / ELASTIC MODULI FOR SOIL / SUMMARY OF MODI?ED CAM CLAY MODEL PARAMETERS / INCREMENTAL PLASTIC STRAINS / CALCULATIONS OF THE CONSOLIDATED–DRAINED STRESS–STRAIN BEHAVIOR OF A NORMALLY CONSOLIDATED CLAY USING THE MODI?ED CAM CLAY MODEL / STEP-BY-STEP CALCULATION PROCEDURE FOR A CD TRIAXIAL TEST ON NC CLAYS / 2 5 10 CALCULATIONS OF THE CONSOLIDATED–UNDRAINED STRESS–STRAIN BEHAVIOR OF A NORMALLY CONSOLIDATED CLAY USING THE MODI?ED CAM CLAY MODEL / 2 5 11 STEP-BY-STEP CALCULATION PROCEDURE FOR A CU TRIAXIAL TEST ON NC CLAYS / 2 5 12 COMMENTS ON THE MODI?ED CAM CLAY MODEL / STRESS INVARIANTS / DECOMPOSITION OF STRESSES / STRAIN INVARIANTS / DECOMPOSITION OF STRAINS / EXTENDED CAM CLAY MODEL / MODI?ED DRUCKER–PRAGER/CAP MODEL / FLOW RULE / MODEL PARAMETERS / LADE’S SINGLE HARDENING MODEL / 2 10 1 ELASTIC BEHAVIOR / 2 10 2 FAILURE CRITERION / 2 10 3 PLASTIC POTENTIAL AND FLOW RULE / 2 10 4 YIELD CRITERION / 2 10 5 PREDICTING SOIL’S BEHAVIOR USING LADE’S MODEL: CD TRIAXIAL TEST CONDITIONS / STRESSES IN SOIL IN SITU SOIL STRESSES / NO-SEEPAGE CONDITION / UPWARD-SEEPAGE CONDITIONS / CAPILLARY RISE / STRESS INCREASE IN A SEMI-IN?NITE SOIL MASS CAUSED BY EXTERNAL LOADING / STRESSES CAUSED BY A POINT LOAD (BOUSSINESQ SOLUTION) / STRESSES CAUSED BY A LINE LOAD / STRESSES UNDER THE CENTER OF A UNIFORMLY LOADED CIRCULAR AREA / STRESSES CAUSED BY A STRIP LOAD (B/L ?0) / STRESSES CAUSED BY A UNIFORMLY LOADED RECTANGULAR AREA / CONSOLIDATION ONE-DIMENSIONAL CONSOLIDATION THEORY / DRAINAGE PATH LENGTH / ONE-DIMENSIONAL CONSOLIDATION TEST / CALCULATION OF THE ULTIMATE CONSOLIDATION SETTLEMENT / FINITE ELEMENT ANALYSIS OF CONSOLIDATION PROBLEMS / ONE-DIMENSIONAL CONSOLIDATION PROBLEMS / TWO-DIMENSIONAL CONSOLIDATION PROBLEMS / SHEAR STRENGTH OF SOIL DIRECT SHEAR TEST / TRIAXIAL COMPRESSION TEST / CONSOLIDATED–DRAINED TRIAXIAL TEST / CONSOLIDATED–UNDRAINED TRIAXIAL TEST / UNCONSOLIDATED–UNDRAINED TRIAXIAL TEST / UNCON?NED COMPRESSION TEST / FIELD TESTS / FIELD VANE SHEAR TEST / CONE PENETRATION TEST / STANDARD PENETRATION TEST / DRAINED AND UNDRAINED LOADING CONDITIONS VIA FEM / SHALLOW FOUNDATIONS MODES OF FAILURE / TERZAGHI’S BEARING CAPACITY EQUATION / MEYERHOF’S GENERAL BEARING CAPACITY EQUATION / EFFECTS OF THE WATER TABLE LEVEL ON BEARING CAPACITY / LATERAL EARTH PRESSURE AND RETAINING WALLS AT-REST EARTH PRESSURE / ACTIVE EARTH PRESSURE / RANKINE THEORY / COULOMB THEORY / PASSIVE EARTH PRESSURE / RETAINING WALL DESIGN / FACTORS OF SAFETY / PROPORTIONING WALLS / SAFETY FACTOR FOR SLIDING / SAFETY FACTOR FOR OVERTURNING / SAFETY FACTOR FOR BEARING CAPACITY / GEOSYNTHETIC-REINFORCED SOIL RETAINING WALLS / INTERNAL STABILITY OF GRS WALLS / EXTERNAL STABILITY OF GRS WALLS / PILES AND PILE GROUPS DRAINED AND UNDRAINED LOADING CONDITIONS / ESTIMATING THE LOAD CAPACITY OF PILES / ?-METHOD / ?-METHOD / PILE GROUPS / ?-METHOD / SETTLEMENTS OF SINGLE PILES AND PILE GROUPS / LATERALLY LOADED PILES AND PILE GROUPS / BROMS’ METHOD / FINITE ELEMENT ANALYSIS OF LATERALLY LOADED PILES / PERMEABILITY AND SEEPAGE BERNOULLI’S EQUATION / DARCY’S LAW / LABORATORY DETERMINATION OF PERMEABILITY / PERMEABILITY OF STRATI?ED SOILS / SEEPAGE VELOCITY / STRESSES IN SOILS DUE TO FLOW / SEEPAGE / GRAPHICAL SOLUTION: FLOW NETS / CALCULATION OF FLOW / FLOW NET CONSTRUCTION / FLOW NETS FOR ANISOTROPIC SOILS / FLOW THROUGH EMBANKMENTS / FINITE ELEMENT SOLUTION /