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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 PREDICTION OF LATERAL EFFECTIVE STRESSES IN SAND USING ARTIFICIAL NEURAL NETWORK MODELLING OF AGEING EFFECTS ON THE ELASTO-VISCOPLASTIC BEHAVIOUR OF GEOMATERIAL MODELLING AND SIMULATION OF RATE-DEPENDENT STRESS-STRAIN BEHAVIOUR OF GRANULAR MATERIALS IN SHEAR THREE-DIMENSIONAL CREEP ANALYSES OF THE LEANING TOWER OF PISA NUMERICAL ANALYSIS OF TIME-DEPENDENT BEHAVIOUR FOR THE LEANING TOWER OF PISA INFLUENCE OF FABRIC ORIENTATION TO THE PERMEABILITY AND DYNAMIC CHARACTERISTICS OF HYDRAULIC-FILLED SAND UNIFIED MODELING OF MONOTONIC AND CYCLIC BEHAVIOR OF INTERFACE BETWEEN STRUCTURE AND GRAVELLY SOIL AN EXPERIMENTAL INVESTIGATION OF A SHALLOW SKIRTED FOUNDATION UNDER COMPRESSION AND TENSION IN-SITU EVALUATION OF STRENGTH AND DILATANCY OF SANDS BASED ON CPT RESULTS A CASE HISTORY ON UNDERPINNING FOR A DISTRESSED BUILDING ON HARD RESIDUAL SOIL UNDERNEATH NON-UNIFORM LOOSE SAND A METHOD FOR RECEIVED WAVEFORM RECONSTRUCTION BASED ON BENDER ELEMENT TEST USING FREQUENCY-SWEPT SIGNAL 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 FINITE ELEMENT ANALYSIS OF ENLARGED END PILES USING FRICTIONAL CONTACT SEEPAGE AND INERTIA EFFECT ON RATE-DEPENDENT REACTION OF A PILE IN LIQUEFIED SOIL STRENGTH AND DEFORMATION CHARACTERISTICS OF SCORIA IN TRIAXIAL COMPRESSION AT LOW CONFINING STRESS VARIOUS VISCOSITY TYPES OF GEOMATERIALS IN SHEAR AND THEIR MATHEMATICAL EXPRESSION SMALL-STRAIN STRESS-STRAIN PROPERTIES OF EXPANDED POLYSTYRENE GEOFOAM A STUDY ON THE ENGINEERING PROPERTIES OF SAND IMPROVED BY THE SAND COMPACTION PILE METHOD LIQUEFACTION OF UNSATURATED SAND CONSIDERING THE PORE AIR PRESSURE AND VOLUME COMPRESSIBILITY OF THE SOIL PARTICLE SKELETON EFFECTS OF CLAY CONTENT ON LIQUEFACTION CHARACTERISTICS OF GAP-GRADED CLAYEY SANDS AN APPROACH FOR ASSESSMENT OF COMPACTION CURVES OF FINE GRAINED SOILS AT VARIOUS ENERGIES USING A ONE POINT TEST STRESS INDUCED AND INHERENT ANISOTROPY ON ELASTIC STIFFNESS OF SOFT CLAYS UPPER BOUND PLASTICITY ANALYSIS OF A PARTIALLY-EMBEDDED PIPE UNDER COMBINED VERTICAL AND HORIZONTAL LOADING 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 A Note of Appreciation from the Editor LOCAL FAILURES OF EMBANKMENTS DURING EARTHQUAKES MODIFYING A PLASTIC CLAY WITH CRUSHED GLASS : IMPLICATIONS FOR CONSTRUCTED FILLS RESIDUAL STRENGTH CHARACTERISTICS OF NATURALLY AND ARTIFICIALLY CEMENTED CLAYS IN REVERSAL DIRECT BOX SHEAR TEST THE IMPACT EFFICIENCY OBTAINED FROM STATIC LOAD TEST PERFORMED ON THE SPT SAMPLER EXACT EQUIVALENT MODEL FOR A LATERALLY-LOADED LINEAR PILE-SOIL SYSTEM LARGE-SCALE PLANE STRAIN COMPRESSION TESTS ON COMPACTED GRAVEL WITH ACTIVE AND PASSIVE CONTROLS CAUSES OF SHOWA BRIDGE COLLAPSE IN THE 1964 NIIGATA EARTHQUAKE BASED ON EYEWITNESS TESTIMONY THE EFFECT OF ACID SULPHURIC SOIL RESTRAINT BY GROUNDWATER CONTROL IN NAKHON-NAYOK PROVINCE, THAILAND CLOSED FORM SOLUTION AND FINITE ELEMENT ANALYSIS FOR BURIED FLEXIBLE PIPE UNDER HIGH FILLS EFFECTS OF GEOSYNTHETIC REINFORCEMENT TYPE ON THE STRENGTH AND STIFFNESS OF REINFORCED SAND IN PLANE STRAIN COMPRESSION DAMAGE CAUSED BY TYPHOON-INDUCED LAHAR FLOWS FROM MAYON VOLCANO, PHILIPPINES GEOTECHNICAL HYBRID SIMULATION SYSTEM FOR ONE-DIMENSIONAL CONSOLIDATION ANALYSIS JGS NEWS CONTENTS AND INDEXES FOR VOLUME 47 FEBRUARY 2007 TO DECEMBER 2007 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 LATERAL CYCLIC LOADING OF SAND-INSTALLED PILES LOAD TRANSFER BY SOIL ARCHING IN PILE-SUPPORTED EMBANKMENTS EVALUATION OF INTERFACE SHEAR STRENGTH BETWEEN GEOSYNTHETICS UNDER WET CONDITION LINEAR AND NONLINEAR VALLEY AMPLIFICATION EFFECTS ON SEISMIC GROUND MOTION COMPARATIVE STUDY ON THE BEHAVIOR OF ENCASED STONE COLUMN AND CONVENTIONAL STONE COLUMN RELATIONSHIP BETWEEN THE ATTERBERG LIMITS AND CLAY CONTENT TEST ON SOFT SEDIMENTARY ROCK UNDER DIFFERENT LOADING PATHS AND ITS INTERPRETATION MEASUREMENT OF SOIL TENSILE STRENGTH AND FACTORS AFFECTING ITS MEASUREMENTS AN ELASTOPLASTIC MODEL FOR UNSATURATED ROCKFILLS AND ITS SIMULATIONS OF LABORATORY TESTS CENTRIFUGE MODELING OF GRANULAR SOIL RESPONSE OVER ACTIVE CIRCULAR TRAPDOORS MECHANICAL PROPERTIES OF UNSATURATED LOW QUALITY ROCKFILLS MECHANICAL BEHAVIOR OF PILE FOUNDATION CONSTRUCTED IN COMPOSITE GROUND AND ITS EVALUATION DAMAGE SURVEY REPORT ON MAY 27, 2006, MID JAVA EARTHQUAKE, INDONESIA STIFFNESS OF FROZEN SOILS SUBJECTED TO K_0 CONSOLIDATION BEFORE FREEZING REEXAMINATION OF MONONOBE-OKABE THEORY OF GRAVITY RETAINING WALLS USING CENTRIFUGE MODEL TESTS(1) REEXAMINATION OF MONONOBE-OKABE THEORY OF GRAVITY RETAINING WALLS USING CENTRIFUGE MODEL TESTS(2) 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 EXPLANATION OF CYCLIC MOBILITY OF SOILS : APPROACH BY STRESS-INDUCED ANISOTROPY IS THERE A TECHNIQUE FOR THE DETERMINATION OF SEDIMENTATION RATES BASED ON CALCIUM CARBONATE CONTENT? : A COMPARATIVE STUDY ON THE SOUTHEASTERN BRAZILIAN SHELF EVALUATION OF TENSILE STRENGTH OF CEMENT-TREATED SAND BASED ON SEVERAL TYPES OF LABORATORY TESTS THE AXIS-TRANSLATION AND OSMOTIC TECHNIQUES IN SHEAR TESTING OF UNSATURATED SOILS: A COMPARISON INFLUENCES OF 3D EFFECTS, WALL DEFLECTION PROCESS AND WALL DEFLECTION MODE IN RETAINING WALL PROBLEMS VARIABILITY OF PHYSICAL AND CONSOLIDATION TEST RESULTS FOR RELATIVELY UNIFORM CLAY SAMPLES RETRIEVED FROM OSAKA BAY ON THE OPTIMAL PROFILE OF A SLOPE MECHANICAL PROPERTIES OF LIGHTWEIGHT TREATED SOIL CURED IN WATER PRESSURE CRITICAL STATE BEHAVIOR OF A COMPACTED SILT SPECIMEN EFFECT OF DILATANCY ON INSTABILITY, PRE-INSTABILITY STRAIN SOFTENING OF SAND ALONG PROPORTIONAL STRAIN PATHS UNDISTURBED SAMPLING AND LABORATORY SHEARING TESTS ON A SAND WITH VARIOUS FINES CONTENTS SEISMIC BEARING CAPACITY OF A CIRCULAR FOOTING ON A HETEROGENEOUS COHESIVE SOIL MODELING OF GRAVELLY SOIL WITH MULTIPLE LITHOLOGIC COMPONENTS AND ITS APPLICATION EARTH PRESSURE AND SIDEWALL FRICTION ACTING ON AN EMBEDDED FOOTING IN DRY SAND BASED ON CENTRIFUGE 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 EFFECT OF TEMPERATURE ON SHEAR STRENGTH AND YIELDING BEHAVIOR OF SOFT BANGKOK CLAY INTERNAL STABILITY OF GROUP COLUMN TYPE DEEP MIXING IMPROVED GROUND UNDER EMBANKMENT LOADING ANISOTROPIC SMALL STRAIN ELASTIC PROPERTIES OF SANDS AND MIXTURE OF SAND-CLAY MEASURED BY DYNAMIC AND STATIC METHODS RATE-DEPENDENT LOAD-STRAIN BEHAVIOUR OF GEOGRID ARRANGED IN SAND UNDER PLANE STRAIN COMPRESSION THE UNDRAINED VERTICAL BEARING CAPACITY OF SKIRTED FOUNDATIONS THE INFLUENCE OF ANISOTROPIC STIFFNESS ON THE CONSOLIDATION OF PEAT INFLUENCE OF GEOGRID LAYER ON THE INTEGRITY OF COMPACTED CLAY LINERS OF LANDFILLS PROPOSAL OF A NEW CONCEPT FOR THE VERTICAL DRAIN DESIGN CONSIDERING THE EFFECTS OF INTERMEDIATE PERMEABLE LAYERS AND SMEAR EXPERIMENT AND NUMERICAL SIMULATION OF REPEATED LIQUEFACTION-CONSOLIDATION OF SAND FINITE ELEMENT ANALYSIS OF LATTICE-SHAPED GROUND IMPROVEMENT BY CEMENT-MIXING FOR LIQUEFACTION MITIGATION EFFECTS OF CURING PERIOD AND STRESS CONDITIONS ON THE STRENGTH AND DEFORMATION CHARACTERISTICS OF CEMENT-MIXED SOIL SIMULATION OF CONVENTIONAL AND INVERTED BRACED EXCAVATIONS USING SUBLOADING t_<ij> MODEL IMPROVEMENT OF THE MECHANICAL SHEAR MODEL FOR ROCK JOINTS CONSIDERING THE BEARING EFFECT EFFECT OF REACTION TIME ON PB REMOVAL FROM ALLOPHANIC VOLCANIC ASH SOIL BY ACID-WASHING 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 HIGH-STRENGTHENING OF CEMENT-TREATED CLAY BY MECHANICAL DEHYDRATION COMPARISON OF CREEP BEHAVIOUR AND FATIGUE BEHAVIOUR OF GROUTED SAND NON-UNIFORM SETTLEMENT OF COMPACTED EARTH STRUCTURES CAUSED BY THE DEFORMATION CHARACTERISTICS OF UNSATURATED SOIL ON WETTING COMPARATIVE STUDY OF RAINFALL INFILTRATION INTO A BARE AND A GRASSED UNSATURATED EXPANSIVE SOIL SLOPE NEW DESIGN METHOD ON BEARING CAPACITY OF RUBBLE MOUND OF COMPOSITE BREAKWATER WITH CONSIDERATION OF DEFORMATION DEVELOPMENT AND APPLICATION OF H-JOINT STEEL PIPE SHEET PILES IN CONSTRUCTION OF FOUNDATIONS FOR STRUCTURES A THREE-DIMENSIONAL ELASTOPLASTIC MODEL FOR UNSATURATED COMPACTED SOILS WITH HYDRAULIC HYSTERESIS VISCOUS BEHAVIOUR OF GEOGRIDS; EXPERIMENT AND SIMULATION SOME BEARING CAPACITY CHARACTERISTICS OF A STRUCTURED NATURALLY DEPOSITED CLAY SOIL INCREASE IN UNDRAINED SHEAR STRENGTH OF CLAY WITH RESPECT TO RATE OF CONSOLIDATION EVALUATION OF K-STIFFNESS METHOD FOR VERTICAL GEOSYNTHETIC REINFORCED GRANULAR SOIL WALLS IN JAPAN A HYSTERESIS MODEL FOR THE SOIL-WATER CHARACTERISTIC CURVES OF SIMPLE GRANULAR SOILS ESTIMATION OF COEFFICIENT OF EARTH PRESSURE AT REST USING MODIFIED OEDOMETER TEST COAL BOTTOM ASH AS A GEOMATERIAL : INFLUENCE OF PARTICLE MORPHOLOGY ON THE BEHAVIOR OF GRANULAR MATERIALS SMALL STRAIN STIFFNESS AND NON-LINEAR STRESS-STRAIN BEHAVIOUR OF CEMENT-MIXED GRAVELLY SOIL EFFECTS OF REINFORCEMENT TYPE AND LOADING HISTORY ON THE DEFORMATION OF REINFORCED SAND IN PLANE STRAIN COMPRESSION A NEW APPROACH TO ESTIMATE SIDE RESISTANCE OF ROCK SOCKETED DRILLED SHAFTS 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 CREEP BEHAVIOR OF TUFFACEOUS ROCK AT HIGH TEMPERATURE OBSERVED IN UNCONFINED COMPRESSION TEST A THERMO-PORO-VISCO-PLASTIC SHEAR BAND MODEL FOR SEISMIC TRIGGERING AND EVOLUTION OF CATASTROPHIC LANDSLIDES STRESS-DILATION OF UNDISTURBED SAND SAMPLES IN DRAINED AND UNDRAINED TRIAXIAL SHEAR EXPERIMENTAL STUDY ON THE MEASUREMENT OF S-p RELATIONS OF LNAPL IN A POROUS MEDIUM A COMPARATIVE STUDY BETWEEN THE NGI DIRECT SIMPLE SHEAR APPARATUS AND THE MIKASA DIRECT SHEAR APPARATUS INDUCED SWELLING OF KAOLINITIC SOIL IN ALKALI SOLUTION STRAIN LOCALIZATION IN SOLID CYLINDRICAL CLAY SPECIMENS USING DIGITAL IMAGE ANALYSIS (DIA) TECHNIQUE HYDRAULIC CONDUCTIVITY OF NONPREHYDRATED GEOSYNTHETIC CLAY LINERS PERMEATED WITH INORGANIC SOLUTIONS AND WASTE LEACHATES CHARACTERISTICS OF SCANNING CURVES OF TWO SOILS IMPROVEMENTS IN NUCLEAR-DENSITY CONE PENETROMETER FOR NON-HOMOGENEOUS SOILS EFFECT OF SPECIMEN SIZE ON UNCONFINED COMPRESSIVE STRENGTH PROPERTIES OF NATURAL DEPOSITS 3D-VISUALIZATION OF GROUND OF NEW RUNWAY AT HANEDA AIRPORT INITIATION AND TRAVELING MECHANISMS OF THE MAY 2004 LANDSLIDE-DEBRIS FLOW AT BETTOU-DANI OF THE JINNOSUKE-DANI LANDSLIDE, HAKU-SAN MOUNTAIN, JAPAN FAILURE OF REINFORCED EARTH AS ATTACKED BY TYPHOON NO. 23 IN 2004 DESIGN PARAMETERS FOR EPS GEOFOAM(STATE-OF-THE-ART) JGS NEWS NOTATION Notice about 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 A Note of Appreciation from the Editor FOREWORD(<Special Issue>Geotechnical Disasters in 2004 and 2005) THE 2004 SEDIMENT DISASTERS IN QUEZON PROVINCE, PHILIPPINES TRIGGERED BY HEAVY RAINFALL(<Special Issue>Geotechnical Disasters in 2004 and 2005) EVALUATION OF RUN-OUT DISTANCES OF SLOPE FAILURES DURING 2004 NIIGATA-KEN CHUETSU EARTHQUAKE(<Special Issue>Geotechnical Disasters in 2004 and 2005) EVALUATION OF NATURAL SLOPE FAILURES INDUCED BY THE 2004 NIIGATA-KEN CHUETSU EARTHQUAKE(<Special Issue>Geotechnical Disasters in 2004 and 2005) DAMAGE TO EARTH STRUCTURES FOR NATIONAL HIGHWAYS BY THE 2004 NIIGATA-KEN CHUETSU EARTHQUAKE(<Special Issue>Geotechnical Disasters in 2004 and 2005) SLOPE FAILURES AT YOKOWATASHI AND NAGAOKA COLLEGE OF TECHNOLOGY DUE TO THE 2004 NIIGATA-KEN CHUETSU EARTHQUAKE AND THEIR ANALYTICAL CONSIDERATIONS(<Special Issue>Geotechnical Disasters in 2004 and 2005) EFFECTS OF NONLINEAR PROPERTIES OF SURFACE SOILS ON STRONG GROUND MOTIONS RECORDED IN OJIYA DURING 2004 MID NIIGATA PREFECTURE EARTHQUAKE(<Special Issue>Geotechnical Disasters in 2004 and 2005) INVESTIGATION AND RESTORATION COUNTERMEASURE WORK FOR THE SLOPE DISASTER INDUCED BY THE 2005 WEST OFF FUKUOKA EARTHQUAKE(<Special Issue>Geotechnical Disasters in 2004 and 2005) DAMAGE TO RESIDENTIAL RETAINING WALLS AT THE GENKAI-JIMA ISLAND INDUCED BY THE 2005 FUKUOKA-KEN SEIHO-OKI EARTHQUAKE(<Special Issue>Geotechnical Disasters in 2004 and 2005) ZONING FOR LIQUEFACTION AND DAMAGE TO PORT AND HARBOR FACILITIES AND OTHERS DURING THE 2005 FUKUOKA-KEN SEIHO-OKI EARTHQUAKE(<Special Issue>Geotechnical Disasters in 2004 and 2005) SLOPE DISASTERS CAUSED BY TYPHOON No. 14 OF 2005 IN YAMAGUCHI PREFECTURE(<Special Issue>Geotechnical Disasters in 2004 and 2005) REMOTE SENSING OBSERVATIONS OF LANDSLIDES AND GROUND DEFORMATION FROM THE 2004 NIIGATA KEN CHUETSU EARTHQUAKE(<Special Issue>Geotechnical Disasters in 2004 and 2005) EXAMINATION OF SLOPE HAZARD ASSESSMENT BY USING CASE STUDIES OF EARTHQUAKE- AND RAINFALL-INDUCED LANDSLIDES(<Special Issue>Geotechnical Disasters in 2004 and 2005) GEODISASTERS IN KYUSHU AREA CAUSED BY TYPHOON NO. 14 IN SEPTEMBER 2005(<Special Issue>Geotechnical Disasters in 2004 and 2005) GROUND DAMAGE RESULTING FROM TORRENTIAL RAINS IN FUKUI, JULY 2004(<Special Issue>Geotechnical Disasters in 2004 and 2005) UPLIFT OF SEWAGE MANHOLES AND PIPES DURING THE 2004 NIIGATAKEN-CHUETSU EARTHQUAKE(<Special Issue>Geotechnical Disasters in 2004 and 2005) JGS NEWS CONTENTS AND INDEXES FOR VOLUME 46 FEBRUARY 2006 TO DECEMBER 2006 AUTHOR INDEX SUBJECT INDEX Key words NOTATION Notice about 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 ELASTO-PLASTICITY OF UNSATURATED SOILS : LABORATORY TEST RESULTS ON A REMOULDED SILT SEEPAGE FAILURE MECHANISM OF THE GOUHOU ROCKFILL DAM DURING RESERVOIR WATER INFILTRATION THE ROLE OF NATURE OF PARTICLES ON THE BEHAVIOUR OF ROCKFILL MATERIALS AN INVESTIGATION OF DIFFUSE FAILURE MODES IN UNDRAINED TRIAXIAL TESTS ON LOOSE SAND A PRACTICAL NUMERICAL MODEL FOR SEEPAGE BEHAVIOR OF UNSATURATED SOIL UPLIFT CAPACITY OF PILE GROUPS EMBEDDED IN SANDS : PREDICTIONS AND PERFORMANCE AN ELASTOPLASTIC MODEL FOR UNSATURATED SOILS UNDER GENERAL THREE-DIMENSIONAL CONDITIONS STRESS-DEFORMATION BEHAVIOR UNDER ANISOTROPIC DRAINED TRIAXIAL CONSOLIDATION OF CEMENT-TREATED SOFT BANGKOK CLAY FABRIC AND PARTICLE SHAPE INFLUENCE ON K_0 OF GRANULAR MATERIALS MULTI-SCALE PHYSICOCHEMICAL MODELING OF SOIL-CEMENTITIOUS MATERIAL INTERACTION VISCOUS PROPERTY OF LOOSE SAND IN TRIAXIAL COMPRESSION, EXTENSION AND CYCLIC LOADING PRELIMINARY REPORT ON THE 17 FEBRUARY 2006 LEYTE, PHILIPPINES LANDSLIDE EFFECTS OF PORE FLUID COMPRESSIBILITY ON LIQUEFACTION RESISTANCE OF PARTIALLY SATURATED SAND JGS NEWS NOTATION Notice about 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
- Persistent ID (NDL)
- 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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- NII-ELS
- Available (W3CDTF)
- 2017-08-23
- Date Accepted (W3CDTF)
- 2017-07-27T09:11:55+09:00
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- 国立国会図書館 : 国立国会図書館デジタルコレクション