FOUNDATION ENGINEERING FOR DIFFICULT SOILS
CONTENTS FORENSIC ANALYSIS OF RETAINING WALL FAILURE NUMERICAL ANALYSIS OF LATERALLY LOADED PILE NEAR SLOPING GROUND DEVELOPMENT OF EQUIVALENT LATTICE BEAM MODEL FOR SUPPORT SYSTEM IN TUNNELS AND CAVERNS USING FEM ANALYSIS EARTH PRESSURES OF SOILS PARTIALLY REPLACED WITH BUILDING DERIVED MATERIALS FOR NARROW BACK?LL CONDITION DEVELOPMENT OF A FULL-SCALE RETAINING WALL MODEL TO EVALUATE LATERAL EARTH PRESSURE REDUCTION USING EPS GEOFOAM PREDICTION OF ULTIMATE BEARING CAPACITY OF ECCENTRICALLY INCLINED LOADED STRIP FOOTING RESTING OVER DENSE AND MEDIUM DENSE SAND USING GENERALIZED REGRESSION NEURAL NETWORK OPTIMIZATION OF PILED RAFT ON SAND FOR PLAZA-TYPE STRUCTURES DEVELOPMENT OF CALIBRATION METHODOLOGY FOR EARTH PRESSURE CELLS FOR INSTALLATION ON FULL SCALE RETAINING WALL NUMERICAL SIMULATION OF FIELD VANE SHEAR TEST USING FINITE ELEMENT METHOD COMPARISON OF FLOWNETS FOR VARYING THICKNESS OF VERTICAL CORE EARTH AND ROCK?LL DAM UNDER RAPID DRAW-DOWN AND STEADY-STATE SEEPAGE AND ITS EFFECT ON STABILITY USING NUMERICAL MODELING NUMERICAL ANALYSIS OF RING FOUNDATION FIXED WITH GEOGRID NUMERICAL ANALYSIS OF BEARING CAPACITY AND SETTLEMENT REDUCTION OF BAMBOO REINFORCED SAND BEDS RELIABILITY ANALYSIS OF SETTLEMENT OF A FOUNDATION RESTING OVER A CIRCULAR VOID BEHAVIOUR OF BURIED PIPELINES IN GEOSYNTHETICS REINFORCED SOIL SLOPES PARAMETRIC STUDY OF STONE COLUMN USING PLAXIS 2D TIME-DEPENDENT RESPONSE OF SOFT SOIL UNDER TILTED STORAGE TANKS EFFECT OF SEEPAGE BARRIER IN STEADY SEEPAGE BELOW EARTHEN DAM BY CENTRIFUGE MODELING ANALYSIS OF 3D CONSOLIDATION SETTLEMENT OF C-? SOIL USING PLAXIS 3D UNDER DIFFERENT DRAINAGE CONDITIONS STUDIES ON CENTRIFUGE MODELLING OF RAINFALL-INDUCED LANDSLIDES STUDIES ON THE PERFORMANCE OF PIPELINES SUBJECTED TO DIFFERENTIAL SETTLEMENTS: NUMERICAL STUDY EFFECT OF EPS GEOFOAM ON LATERAL EARTH PRESSURE REDUCTION—A NUMERICAL STUDY NUMERICAL STUDY ON THE EFFECT OF ROCK-SOCKETING ON LATERALLY LOADED PILES IN THE PROXIMITY OF SLOPING GROUND NUMERICAL ANALYSIS ON STABILITY ASSESSMENT OF LEFT BANK ROCK SLOPES, POLAVARAM IRRIGATION TUNNEL DISPLACEMENT BASED ANALYSIS OF RETAINING WALL WITH NARROW BACK?LL UNDER ROTATION ABOUT BOTTOM MODE THEORETICAL SIMULATION OF EXPERIMENTAL RESULTS WITH BARRON’S THEORY FOR CONSOLIDATION OF SOFT CLAY BY RADIAL FLOW USING PVD EFFECT OF STRAIN-RATE ON STRESS–STRAIN BEHAVIOR OF DREDGED MATERIAL AT DIFFERENT MOISTURE CONTENTS—AN EXPERIMENTAL STUDY EFFECT OF LIQUEFACTION ON BEHAVIOR OF STRIP FOOTINGS ON SANDS IN ROORKEE A CASE STUDY OF LIQUEFACTION-INDUCED DAMAGE TO A PORT BUILDING SUPPORTED ON PILE FOUNDATION BEHAVIOR OF SINGLE PILE EMBEDDED IN MULTI-LAYERED SOIL SUBJECTED TO DYNAMIC EXCITATION ANALYSIS OF LATERALLY LOADED SINGLE PILE IN COHESIONLESS SOIL CONSIDERING NONLINEAR SOIL-STRUCTURE INTERACTION EFFECTS EVALUATION OF LIQUEFACTION POTENTIAL OF CLASS F FLY ASH AND CALIBRATION OF NUMERICAL MODEL SEISMIC PERFORMANCE OF OPEN GROUND FLOOR TALL BUILDINGS ON FLEXIBLE GROUND A REVIEW ON GROUND IMPROVEMENT WITH SURCHARGE IN ADDRESSING LIQUEFACTION MITIGATION PROBABILISTIC SEISMIC RESPONSE OF SOIL-PILE FOUNDATION-STRUCTURE SYSTEM: A SUBSTRUCTURE BASED ANALYSIS IMPACT OF VIBRATIONS ON A HIGH RISE RCC STRUCTURE DUE TO BLAST INDUCED DEMOLITION OF ADJACENT BUILDING