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Table of ContentsCOVER PERIODICALS DIVISION BOARD MEMBERS FOR SOILS AND FOUNDATIONS This publication is abstracted and indexed in various services including CONTENTS REQUIREMENTS FOR MANUSCRIPTS A Note of Appreciation from the Editor FOREWORD(<Special Issue>Recent Attempts to Establish Performance-based Design of Geotechnical Structures) PRACTICAL DETERMINATION METHOD FOR SOIL PARAMETERS ADOPTED IN THE NEW PERFORMANCE BASED DESIGN CODE FOR PORT FACILITIES IN JAPAN(<Special Issue>Recent Attempts to Establish Performance-based Design of Geotechnical Structures) PERFORMANCE OF A FILL DAM BASED ON THE PERFORMANCE-BASED DESIGN CONCEPT AND STUDY OF A SEISMIC RETROFITTING METHOD(<Special Issue>Recent Attempts to Establish Performance-based Design of Geotechnical Structures) DISPLACEMENT-BASED DESIGN OF SHALLOW FOUNDATIONS WITH MACROELEMENT(<Special Issue>Recent Attempts to Establish Performance-based Design of Geotechnical Structures) ON DESIGN OF EXPRESSWAY EMBANKMENT IN SEISMICALLY ACTIVE AREA WITH EMPHASIS ON LIFE CYCLE COST(<Special Issue>Recent Attempts to Establish Performance-based Design of Geotechnical Structures) CALIBRATION OF METHODS FOR DESIGNING LARGE-DIAMETER BORED PILES : ULTIMATE LIMIT STATE(<Special Issue>Recent Attempts to Establish Performance-based Design of Geotechnical Structures) CALIBRATION OF METHODS FOR DESIGNING LARGE-DIAMETER BORED PILES : SERVICEABILITY LIMIT STATE(<Special Issue>Recent Attempts to Establish Performance-based Design of Geotechnical Structures) A STUDY TO EVALUATE THE SEISMIC RESPONSE OF ROAD EMBANKMENTS(<Special Issue>Recent Attempts to Establish Performance-based Design of Geotechnical Structures) PERFORMANCE-BASED ANALYSIS OF EARTH DAMS : PROCEDURES AND APPLICATION TO A SAMPLE CASE(<Special Issue>Recent Attempts to Establish Performance-based Design of Geotechnical Structures) EVALUATION OF LONG-TERM DISPLACEMENTS OF PILE FOUNDATION USING COUPLED FEM AND CENTRIFUGE MODEL TEST(<Special Issue>Recent Attempts to Establish Performance-based Design of Geotechnical Structures) VISUALIZATION OF THREE DIMENSIONAL FAILURE IN SAND DUE TO WATER INFLOW AND SOIL DRAINAGE FROM DEFECTIVE UNDERGROUND PIPE USING X-RAY CT RESEARCH ON THE LONG-TERM BEHAVIOUR AND EVALUATION OF LINING CONCRETE OF THE SEIKAN TUNNEL PREPARATION OF WATER-SATURATED BENTONITE SAMPLES AND THEIR USE IN TORSION SHEAR TESTS JGS NEWS CONTENTS AND INDEXES FOR VOLUME 49 FEBRUARY 2009 TO DECEMBER 2009 AUTHOR INDEX SUBJECT INDEX Key words NOTATION Notice for Photocopying BACKCOVER
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Table of ContentsCOVER PERIODICALS DIVISION BOARD MEMBERS FOR SOILS AND FOUNDATIONS This publication is abstracted and indexed in various services including CONTENTS REQUIREMENTS FOR MANUSCRIPTS EXPERIMENTAL ARRANGEMENTS FOR INVESTIGATION OF SOIL STRESSES DEVELOPED AROUND A DISPLACEMENT PILE THE USE OF MINIATURE SOIL STRESS MEASURING CELLS IN LABORATORY APPLICATIONS INVOLVING STRESS REVERSALS GEOTECHNICAL PARAMETERS FROM V_P AND V_S MEASUREMENTS IN UNSATURATED SOILS EVALUATION OF SASW TEST CONFIGURATIONS AND ASSOCIATED DATA UNCERTAINTIES IN GENERATING SITE SPECIFIC DISPERSION CURVES VALIDATION AND CALIBRATION OF A HIGH-CYCLE ACCUMULATION MODEL BASED ON CYCLIC TRIAXIAL TESTS ON EIGHT SANDS APPLICABILITY OF T-BAR AND BALL PENETRATION TESTS TO SOFT CLAYEY GROUNDS CO-SEISMIC AND POST-SEISMIC BEHAVIOR OF AN ALTERNATELY LAYERED SAND-CLAY GROUND AND EMBANKMENT SYSTEM ACCOMPANIED BY SOIL DISTURBANCE THE SOIL PROPERTIES OF LAKE-BOTTOM SEDIMENTS IN THE LAKE BAIKAL GAS HYDRATE PROVINCE VISCOUS PROPERTIES OF GRANULAR MATERIALS HAVING DIFFERENT PARTICLE SHAPES IN DIRECT SHEAR SLOPE FAILURE OF EMBANKMENT IN SANYO EXPRESSWAY DUE TO PASSAGE OF TYPHOON NO. 14 IN 2005 AN ACTIVE CONTROL SYSTEM FOR MATRIC SUCTION MEASUREMENT WET COMPACTION AND LIME STABILIZATION TO MITIGATE VOLUME CHANGE POTENTIAL OF SWELLING CLAYEY SOILS EFFECTS OF FRICTION AND THICKNESS ON LONG-TERM CONSOLIDATION BEHAVIOR OF OSAKA BAY CLAYS EFFECTS OF FRICTION AND THICKNESS ON LONG-TERM CONSOLIDATION BEHAVIOR OF OSAKA BAY CLAYS(closure) JGS NEWS NOTATION Notice for Photocopying BACKCOVER
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Table of ContentsCOVER PERIODICALS DIVISION BOARD MEMBERS FOR SOILS AND FOUNDATIONS This publication is abstracted and indexed in various services including CONTENTS REQUIREMENTS FOR MANUSCRIPTS HYDROMECHANICAL RESPONSES OF A DECOMMISSIONED BACKFILLED TUNNEL DRILLED INTO A PORO-VISCOELASTIC MEDIUM EFFECTS OF SAMPLE DISTURBANCE ON SMALL STRAIN CHARACTERISTICS AND LIQUEFACTION PROPERTIES OF HOLOCENE AND PLEISTOCENE SANDY SOILS SEISMIC BEARING CAPACITY OF PILES IN LIQUEFIABLE SOILS A ROBUST SOLUTION PROCEDURE FOR THE RIGOROUS METHODS OF SLICES ESTIMATION OF THE SMALL-STRAIN STIFFNESS OF CLEAN AND SILTY SANDS USING STRESS-STRAIN CURVES AND CPT CONE RESISTANCE FIELD EVALUATION OF THE CYCLIC STRENGTH VERSUS CONE TIP RESISTANCE CORRELATION IN SILTY SANDS MULTI-COMPONENT MIGRATION IN THE GAS PHASE OF SOIL : COMPARISON BETWEEN RESULTS OF EXPERIMENTS AND SIMULATION BY DUSTY GAS MODEL A THERMO-ELASTO-VISCOPLASTIC MODEL FOR SOFT SEDIMENTARY ROCK FLOW ON A SINGLE ROCK FRACTURE IN THE SHEAR PROCESS AND THE VALIDITY OF THE CUBIC LAW EXAMINED THROUGH EXPERIMENTAL RESULTS AND NUMERICAL SIMULATIONS STRAIN ENERGY-BASED ELASTO-VISCOPLASTIC CONSTITUTIVE MODELLING OF SAND FOR NUMERICAL SIMULATION INTERPRETATION OF INTERNATIONAL PARALLEL TEST ON THE MEASUREMENT OF G_<max> USING BENDER ELEMENTS DEEP SUBSURFACE STRUCTURE ESTIMATED BY MICROTREMORS ARRAY OBSERVATIONS AND GRAVITY SURVEYS IN KASHIWAZAKI AREA, JAPAN JGS NEWS NOTATION Notice for Photocopying BACKCOVER
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Table of ContentsCOVER SOILS AND FOUNDATIONS(Information) CONTENTS REQUIREMENTS FOR MANUSCRIPTS FOREWORD(<Special Issue>Geomechanics of Structured Materials) DEGRADATION OF COMPACTED MARLS : A MICROSTRUCTURAL INVESTIGATION(<Special Issue>Geomechanics of Structured Materials) IDENTIFICATION OF BONDED CLAY PARAMETERS IN SBPM TESTS : A NUMERICAL STUDY(<Special Issue>Geomechanics of Structured Materials) A MULTILAMINATE MODEL WITH DESTRUCTURATION CONSIDERING ANISOTROPIC STRENGTH AND ANISOTROPIC BONDING(<Special Issue>Geomechanics of Structured Materials) AN APPROACH TO THE INTERPRETATION OF THE MECHANICAL BEHAVIOUR OF INTENSELY FISSURED CLAYS(<Special Issue>Geomechanics of Structured Materials) BEHAVIOUR OF UNSATURATED AGGREGATED SOIL IN OEDOMETRIC CONDITION(<Special Issue>Geomechanics of Structured Materials) COMPARISON OF PREDICTIVE CAPABILITIES OF SELECTED ELASTO-PLASTIC AND HYPOPLASTIC MODELS FOR STRUCTURED CLAYS(<Special Issue>Geomechanics of Structured Materials) CONFIDENCE AND ACCURACY IN DETERMINATION OF THE CRITICAL STATE FRICTION ANGLE(<Special Issue>Geomechanics of Structured Materials) MEASUREMENTS OF SOIL DEFORMATION BY MEANS OF CONE PENETROMETER(<Special Issue>Geomechanics of Structured Materials) THE MECHANICS OF INFLATABLE ANCHORS IN COHESIONLESS SOIL(<Special Issue>Geomechanics of Structured Materials) EXPERIMENTAL STUDY ON THE CYCLIC RESISTANCE OF A NATURAL LOESS FROM NORTHERN FRANCE(<Special Issue>Geomechanics of Structured Materials) REAPPRAISAL OF THE ACTIVITY OF CLAYS : ACTIVITY CHART(<Special Issue>Geomechanics of Structured Materials) ENERGY APPROACH TOWARDS STRESS-DILATANCY FORMULATION BASED ON DOUBLE SLIP-ROTATION RATE CONCEPT(<Special Issue>Geomechanics of Structured Materials) BEHAVIOUR OF PILE GROUP BEHIND A SHEET PILE QUAY WALL SUBJECTED TO LIQUEFACTION-INDUCED LARGE GROUND DEFORMATION OBSERVED IN SHAKING TEST IN E-DEFENSE PROJECT(<Special Issue>Geomechanics of Structured Materials) AN EXPERIMENTAL STUDY OF THE DRAINED CAPACITY OF SUCTION CAISSON FOUNDATIONS UNDER MONOTONIC LOADING FOR OFFSHORE APPLICATIONS(<Special Issue>Geomechanics of Structured Materials) DETERMINATION OF SHEAR WAVE VELOCITY BY BENDER ELEMENTS USING VARIABLE-PATH LENGTH METHOD(<Special Issue>Geomechanics of Structured Materials) JGS NEWS NOTATION Notice for Photocopying BACKCOVER
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Table of ContentsCOVER SOILS AND FOUNDATIONS(Information) CONTENTS REQUIREMENTS FOR MANUSCRIPTS SEISMIC ANALYSIS OF THE GARMROOD EMBANKMENT DAM WITH ASPHALTIC CONCRETE CORE INFLUENCE OF THE ANISOTROPY OF CONFINING STRESS ON THE SAND/STEEL INTERFACE BEHAVIOUR IN A CYLINDER SHEAR APPARATUS COUPLED MEASUREMENTS OF WATER CONTENT AND ELECTRICAL CONDUCTIVITY IN DIELECTRICALLY LOSSY CLAY SLURRY USING A COATED TDR PROBE MEASUREMENTS OF UNSATURATED HYDRAULIC CONDUCTIVITY FUNCTIONS OF TWO FINE-GRAINED MATERIALS BEHAVIOR OF SHEET PILE QUAY WALL STABILIZED BY SEA-SIDE GROUND IMPROVEMENT IN DYNAMIC CENTRIFUGE TESTS NUMERICAL ANALYSIS OF FOOTING SETTLEMENT PROBLEM BY SUBLOADING SURFACE MODEL LIQUEFACTION RESISTANCES OF UNSATURATED NON-PLASTIC SILT VISCOUS PROPERTY OF TOYOURA SAND OVER A WIDE RANGE OF SHEAR DEFORMATION RATE AND ITS MODEL SIMULATION EFFECTS OF HORIZONTAL AND VERTICAL SEISMIC LOADS ON THE BEARING CAPACITY OF A SURFACE FOOTING ADJACENT TO A SLOPE AGING EFFECTS ON SMALL STRAIN SHEAR MODULI AND LIQUEFACTION PROPERTIES OF IN-SITU FROZEN AND RECONSTITUTED SANDY SOILS NONLINEAR ANALYSIS OF TORSIONALLY LOADED PILE GROUPS A SIMPLIFIED PROCEDURE TO EVALUATE EARTHQUAKE-INDUCED RESIDUAL DISPLACEMENTS OF CONVENTIONAL TYPE RETAINING WALLS BEARING CAPACITY AND FAILURE MECHANISM OF DIFFERENT TYPES OF FOUNDATIONS ON SAND JGS NEWS NOTATION Notice for Photocopying BACKCOVER
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Table of ContentsCOVER SOILS AND FOUNDATIONS(Information) CONTENTS REQUIREMENTS FOR MANUSCRIPTS MEASURED AND PREDICTED LOADS IN MULTI-ANCHOR REINFORCED SOIL WALLS IN JAPAN EVALUATION OF UNDRAINED SHEAR STRENGTH OF SOILS FROM FIELD PENETRATION TESTS EFFECTS OF PARTICLE CHARACTERISTICS ON THE VISCOUS PROPERTIES OF GRANULAR MATERIALS IN SHEAR STRENGTH AND DEFORMATION OF SOFT ROCKS UNDER CYCLIC LOADING CONSIDERING LOADING PERIOD EFFECTS THE P2S EFFECT ON THE ACCUMULATION OF RESIDUAL STRAINS IN SOFT ROCKS DUE TO IRREGULAR CYCLIC LOADING LARGE-SCALE MONOTONIC AND CYCLIC TESTS OF INTERFACE BETWEEN GEOTEXTILE AND GRAVELLY SOIL ROLE OF FLY ASH ON STRENGTH AND MICROSTRUCTURE DEVELOPMENT IN BLENDED CEMENT STABILIZED SILTY CLAY EQUATIONS OF STATE IN SOIL COMPRESSION BASED ON STATISTICAL MECHANICS BEARING CAPACITY OF SHALLOW FOUNDATIONS IN A LOW GRAVITY ENVIRONMENT EVALUATING MODEL UNCERTAINTY OF AN SPT-BASED SIMPLIFIED METHOD FOR RELIABILITY ANALYSIS FOR PROBABILITY OF LIQUEFACTION JGS NEWS NOTATION Notice for Photocopying BACKCOVER
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Table of ContentsCOVER SOILS AND FOUNDATIONS(Information) CONTENTS REQUIREMENTS FOR MANUSCRIPTS A Note of Appreciation from the Editor MOBILISATION OF EARTH PRESSURE ACTING ON PILE CAPS UNDER CYCLIC LOADING CPTU SIMPLIFIED STRESS-BASED MODEL FOR EVALUATING SOIL LIQUEFACTION POTENTIAL SOIL-WATER COUPLED FINITE DEFORMATION ANALYSIS BASED ON A RATE-TYPE EQUATION OF MOTION INCORPORATING THE SYS CAM-CLAY MODEL EXPERIMENTS AND PREDICTIONS OF SOIL DESATURATION BY AIR-INJECTION TECHNIQUE AND THE IMPLICATIONS MEDIATED BY MULTIPHASE FLOW SIMULATION A SLOPE STABILITY ANALYSIS CONSIDERING UNDRAINED STRENGTH ANISOTROPY OF NATURAL CLAY DEPOSITS FORMULATION OF G_<max> FROM RECONSTITUTED CLAYEY SOILS AND ITS APPLICATION TO G_<max> MEASURED IN THE FIELD TEMPERATURE EFFECTS ON UNCONFINED COMPRESSIVE STRENGTH AND MICROSTRUCTURE OF FOAMED MIXTURE LIGHTWEIGHT SOIL CONTAINING FLAKED POLYETHYLENE TEREPHTHALATE (PET) FINITE ELEMENT LIMIT ANALYSIS OF PASSIVE EARTH RESISTANCE IN COHESIONLESS SOILS UNDRAINED CYCLIC SHEAR BEHAVIOUR OF RECONSTITUTED SCORIA DEPOSIT DESIGN PARAMETERS FOR EPS GEOFOAM(1) DESIGN PARAMETERS FOR EPS GEOFOAM(2) JGS NEWS CONTENTS AND INDEXES FOR VOLUME 48 FEBRUARY 2008 TO DECEMBER 2008 AUTHOR INDEX SUBJECT INDEX Key words NOTATION Notice for Photocopying BACKCOVER
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Table of ContentsCOVER PERIODICALS DIVISION BOARD MEMBERS FOR SOILS AND FOUNDATIONS This publication is abstracted and indexed in various services including CONTENTS REQUIREMENTS FOR MANUSCRIPTS DEDUCING PILE RESPONSES AND SOIL REACTIONS FROM INCLINOMETER DATA OF A LATERAL LOAD TEST ACTIVE PRESSURE FOR CIRCULAR CUT WITH BEREZANTZEV'S AND PRATER'S THEORIES, NUMERICAL MODELING AND FIELD MEASUREMENTS A HYSTERESIS MODEL OF SOIL WATER RETENTION CURVES BASED ON BOUNDING SURFACE CONCEPT SEISMIC BEARING CAPACITY OF A RIGID FOOTING ADJACENT TO A COHESIONLESS SLOPE GROUND IMPROVEMENT OF INTERMEDIATE RECLAIMED LAND BY COMPACTION THROUGH CAVITY EXPANSION OF SAND PILES LARGE-SCALE EXPERIMENTS ON NONLINEAR BEHAVIOR OF SHALLOW FOUNDATIONS SUBJECTED TO STRONG EARTHQUAKES NUMERICAL SIMULATION OF MODEL TESTS OF PIER-SHALLOW FOUNDATION SYSTEMS SUBJECTED TO EARTHQUAKE LOADS USING AN ELASTO-UPLIFT-PLASTIC MACRO ELEMENT THE EFFECT OF FINES ON CRITICAL STATE AND LIQUEFACTION RESISTANCE CHARACTERISTICS OF NON-PLASTIC SILTY SANDS BEHAVIOR OF LIQUEFIED SANDS UNDER EXTREMELY LARGE STRAIN LEVELS IN CYCLIC TORSIONAL SHEAR TESTS JGS NEWS NOTATION Notice for Photocopying BACKCOVER
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Table of ContentsCOVER PERIODICALS DIVISION BOARD MEMBERS FOR SOILS AND FOUNDATIONS This publication is abstracted and indexed in various services including CONTENTS REQUIREMENTS FOR MANUSCRIPTS EXPERIMENTAL INVESTIGATIONS OF TEMPERATURE AND SUCTION EFFECTS ON COMPRESSIBILITY AND PRE-CONSOLIDATION PRESSURE OF A SANDY SILT CHARACTERISTICS OF STRENGTH FOR HYDRAULIC FRACTURING OF BUFFER MATERIAL RATE EFFECTS ON THE STRESS-STRAIN BEHAVIOUR OF EPS GEOFOAM STRAIN RATE EFFECT ON LONG-TERM CONSOLIDATION OF OSAKA BAY CLAY DISCRETE ELEMENT ANALYSIS OF THE RESPONSE OF GRANULAR MATERIALS DURING CYCLIC LOADING EFFECT OF NON PLASTIC SILT ON THE ANISOTROPIC BEHAVIOR OF SAND EFFECTS OF FRICTION AND THICKNESS ON LONG-TERM CONSOLIDATION BEHAVIOR OF OSAKA BAY CLAYS INVESTIGATION ON STATIC STABILITY OF SHEET PILE QUAY WALL IMPROVED BY CEMENT TREATED SEA-SIDE GROUND FROM CENTRIFUGE MODEL TESTS PERFORMANCE OF BAND SHAPED VERTICAL DRAIN FOR SOFT HAI PHONG CLAY SHEAR STRENGTH OF A SOIL CONTAINING VEGETATION ROOTS VERIFICATION OF COMPATIBILITY OF ISOTROPIC CONSOLIDATION CHARACTERISTICS OF SOILS TO MULTIPLICATIVE DECOMPOSITION OF DEFORMATION GRADIENT CONSTITUTIVE MODEL CONSIDERING SAND CRUSHING JGS NEWS NOTATION Notice for Photocopying BACKCOVER
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Table of ContentsCOVER PERIODICALS DIVISION BOARD MEMBERS FOR SOILS AND FOUNDATIONS This publication is abstracted and indexed in various services including CONTENTS REQUIREMENTS FOR MANUSCRIPTS VISCOUS BEHAVIOUR OF UNBOUND GRANULAR MATERIALS IN DIRECT SHEAR CYCLIC TRIAXIAL TESTS ON ASPHALT CONCRETE AS A WATER BARRIER FOR EMBANKMENT DAMS RESIDUAL DEFORMATION OF GEOSYNTHETIC-REINFORCED SAND IN PLANE STRAIN COMPRESSION AFFECTED BY VISCOUS PROPERTIES OF GEOSYNTHETIC REINFORCEMENT EFFECT OF SLOPE ON P-Y CURVES DUE TO SURCHARGE LOAD MECHANICAL BEHAVIOR OF BENTONITE-SAND MIXTURES AS BUFFER MATERIALS LARGE-SCALE SHAKE TABLE EXPERIMENT AND NUMERICAL SIMULATION ON THE NONLINEAR BEHAVIOR OF PILE-GROUPS SUBJECTED TO LARGE-SCALE EARTHQUAKES LINEAR MODEL TO PREDICT SOIL-GAS DIFFUSIVITY FROM TWO SOIL-WATER RETENTION POINTS IN UNSATURATED VOLCANIC ASH SOILS EFFECTS OF WATER CONTENT DISTRIBUTION ON HYDRAULIC CONDUCTIVITY OF PREHYDRATED GCLS AGAINST CALCIUM CHLORIDE SOLUTIONS FORMULATION OF A DUSTY GAS MODEL FOR MULTI-COMPONENT DIFFUSION IN THE GAS PHASE OF SOIL UNDRAINED END BEARING CAPACITY OF AN IMPROVED SOIL BERM IN AN EXCAVATION RATE-DEPENDENT RESPONSE OF DENSE SAND IN CYCLIC TRIAXIAL TESTS JGS NEWS NOTATION Notice for Photocopying BACKCOVER
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- 電子書籍・電子雑誌
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- Alternative Title
- 地盤工学会論文報告集
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- ENG
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- info:ndljp/pid/10387492
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- 国立国会図書館デジタルコレクション > 電子書籍・電子雑誌 > 学術機関 > 学協会
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- Available (W3CDTF)
- 2017-08-23
- Date Accepted (W3CDTF)
- 2017-07-27T09:11:55+09:00