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Table of ContentsCOVER 複写をされる方に Notice about photocopying 目次 奥付 会誌部会 論文報告集編集委員会 INTERNATIONAL ADVISORY BOARD 地盤工学会論文報告集投稿要項 「地盤工学会論文報告集」審査員の公表 THE PEAK STRENGTH OF SAND-STEEL INTERFACES AND THE ROLE OF DILATION SOFT GROUND IMPROVEMENT BY VERTICAL RIGID PILES TWO-DIMENSIONAL PHYSICAL MODELLING AND COMPARISON WITH CURRENT DESIGN METHODS PILE DRIVING PROCESS MONITORING BASED ON FIELD ENERGY MEASUREMENTS GEOTECHNICAL ANALYSIS OF MIZUKI EMBANKMENT REMAINS AGEING AND VISCOUS EFFECTS ON THE DEFORMATION AND STRENGTH CHARACTERISTICS OF CEMENT-MIXED GRAVELLY SOIL IN TRIAXIAL COMPRESSION VERTICAL AND HORIZONTAL LOADING TESTS ON FULL-SCALE PRELOADED AND PRESTRESSED GEOGRID-REINFORCED SOIL STRUCTURES LIQUEFACTION IN THE CHI-CHI EARTHQUAKE : EFFECT OF FINES AND CAPPING NON-LIQUEFIABLE LAYERS TENSILE STRENGTH OF COMPACTED AND SATURATED SOILS USING NEWLY DEVELOPED TENSILE STRENGTH MEASURING APPARATUS EFFECT OF PERMEABILITY AND COMPRESSIBILITY OF SANDWICHED GRAVELLY SAND LAYERS ON SUBSEQUENT SETTLEMENT OF PLEISTOCENE DEPOSITS 液状化護岸流動の簡易算出方法と埋設管の耐震評価 総目次(地盤工学会論文報告集, 第45巻, 2005年) 著者別索引 主題別索引 NOTATION〔記号説明〕
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Table of ContentsCOVER 複写をされる方に Notice about photocopying 目次 奥付 会誌部会 論文報告集編集委員会 INTERNATIONAL ADVISORY BOARD 地盤工学会論文報告集投稿要項 SEISMIC DISPLACEMENT OF A GEOSYNTHETIC-REINFORCED WALL IN THE 1995 HYOGO-KEN NAMBU EARTHQUAKE STEADY STATE RESPONSE OF BEAMS ON A TENSIONLESS GEOSYNTHETIC-REINFORCED GRANULAR FILL-SOFT SOIL SYSTEM SUBJECTED TO MOVING LOADS QUASI-ELASTIC DEFORMATION PROPERTIES OF TOYOURA SAND IN CYCLIC TRIAXIAL AND TORSIONAL LOADINGS PROGRESSIVE CONSOLIDATION SETTLEMENT OF NATURALLY DEPOSITED CLAYEY SOIL UNDER EMBANKMENT LOADING STRENGTH AND DEFORMATION CHARACTERISTICS OF RECYCLED CONCRETE AGGREGATE AS A BACKFILL MATERIAL FINITE STRAIN ANALYSIS FOR SELF-BORING PRESSUREMETER TESTS IN SAND ESTIMATING MODULI AND FRICTION ANGLE FROM SELF-BORING PRESSUREMETER TESTS IN SAND CHARACTERIZATION OF CROSS-ANISOTROPIC SOIL DEPOSITS FROM ISOTROPIC COMPRESSION TESTS LIQUEFACTION PROPERTIES OF TOYOURA SAND IN CYCLIC TORTIONAL SHEAR TESTS UNDER LOW CONFINING STRESS EFFECT OF CONSOLIDATION TIME ON SHEAR MODULUS OF CRUSHABLE VOLCANIC SOILS EFFECT OF HAMMER SHAPE ON ENERGY TRANSFER MEASUREMENT IN THE STANDARD PENETRATION TEST(1) EFFECT OF HAMMER SHAPE ON ENERGY TRANSFER MEASUREMENT IN THE STANDARD PENETRATION TEST(2) ANNOUNCEMENT 新しい支圧型アンカーの提案とその支持機構 NOTATION〔記号説明〕
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Table of ContentsCOVER 複写をされる方に Notice about photocopying 目次 奥付 会誌部会 論文報告集編集委員会 INTERNATIONAL ADVISORY BOARD 地盤工学会論文報告集投稿要項 ON THE FAILURE OF GRANULAR MATERIALS WITH FABRIC EFFECTS A RECONSIDERATION OF THE SAFETY OF PILED BRIDGE FOUNDATIONS IN LIQUEFIABLE SOILS CONCENTRATION DEPENDENCY OF THE PREHYDRATION EFFECT FOR A GEOSYNTHETIC CLAY LINER LABORATORY INVESTIGATION ON RATE-DEPENDENT PROPERTIES OF SAND UNDERGOING LOW CONFINING EFFECTIVE STRESS AN INTERPRETATION OF SUBLOADING t_<ij> MODEL IN THE CONTEXT OF CONVENTIONAL ELASTOPLASTICITY THEORY ANALYSIS OF CRUSHING OF GRANULAR MATERIAL UNDER ISOTROPIC AND BIAXIAL STRESS CONDITIONS LIQUEFACTION OF CLEAN SAND WITH STRATIFIED STRUCTURE DUE TO SEGREGATION OF PARTICLE SIZE DEFORMATION CHARACTERISTICS OF RAILWAY ROADBED AND SUBGRADE UNDER MOVING-WHEEL LOAD PHENOMENOLOGICAL MODEL APPLIED TO INELASTIC RESPONSE OF SOIL-PILE INTERACTION SYSTEMS SEISMIC EFFECTIVE-STRESS ANALYSIS OF CAISSON QUAY WALLS : APPLICATION TO KOBE LANDSLIDES DURING THE EARTHQUAKES ON MAY 26 AND JULY 26, 2003 IN MIYAGI, JAPAN ANALYSIS OF WALL AND GROUND MOVEMENTS DUE TO DEEP EXCAVATIONS IN SOFT SOIL BASED ON A NEW WORLDWIDE DATABASE THE INFLUENCE OF BUILDING WEIGHT ON TUNNELLING-INDUCED GROUND AND BUILDING DEFORMATION(1) THE INFLUENCE OF BUILDING WEIGHT ON TUNNELLING-INDUCED GROUND AND BUILDING DEFORMATION(2) 懸濁状および締固め火山灰土の重金属吸着特性 NOTATION〔記号説明〕
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Table of ContentsCOVER 複写をされる方に Notice about photocopying 目次 奥付 会誌部会 論文報告集編集委員会 INTERNATIONAL ADVISORY BOARD 地盤工学会論文報告集投稿要領 OCCURRENCE OF EXTENSILE CRACKS IN COHESIVE SOILS DUE TO COMPRESSION THE SHEAR STRENGTH AND DYNAMIC SHEAR STIFFNESS OF SOME NEW ZEALAND VOLCANIC ASH SOILS SMALL STRAIN BEHAVIOUR OF DENSE GRANULAR SOILS BY TRUE TRIAXIAL TESTS PSEUDO ANISOTROPY INDUCED BY MEMBRANE COMPLIANCE IN CEMENTED GRANULAR SOILS ESTIMATION OF SUBGRADE REACTION COEFFICIENT FOR HORIZONTALLY LOADED PILES BY STATISTICAL ANALYSES EFFECT OF OVERCONSOLIDATION AND ANISOTROPY OF KAOLIN CLAY USING TRUE TRIAXIAL TESTING CONSOLIDATION BEHAVIOR OF NATURAL SOILS AROUND p_c VALUE : LONG TERM CONSOLIDATION TEST CONSOLIDATION BEHAVIOR OF NATURAL SOILS AROUND p_c VALUE : INTER-CONNECTED OEDOMETER TEST SEVERAL FACTORS AFFECTING THE STRENGTH AND DEFORMATION CHARACTERISTICS OF CEMENT-MIXED GRAVEL EVALUATION OF SCALE EFFECT ON STRENGTH OF CEMENT-TREATED SOILS BASED ON A PROBABILISTIC FAILURE MODEL MODELING HYSTERESIS OF THE SOIL-WATER CHARACTERISTIC CURVE CONSTITUTIVE MODEL FOR 1-D CYCLIC SOIL BEHAVIOUR APPLIED TO SEISMIC ANALYSIS OF LAYERED DEPOSITS EVALUATING SUPERPOSITION ERRORS IN BEARING CAPACITY FACTORS FROM SOKOLOVSKI'S METHOD OF CHARACTERISTICS ERRATA NOTATION〔記号説明〕
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Table of ContentsCOVER 複写をされる方へ Notice about photocopying 目次 奥付 会誌部会 論文報告集編集委員会 INTERNATIONAL ADVISORY BOARD 地盤工学会論文報告集投稿要項 FOREWORD NUMERICAL ANALYSES ON PROGRESSIVE FAILURE OF SLOPE DUE TO HEAVY RAIN WITH 2D AND 3D FEM HYBRID TYPE RIGID PLASTIC FINITE ELEMENT ANALYSIS FOR BEARING CAPACITY CHARACTERISTICS OF SURFACE UNIFORM LOADING AN ELASTO-VISCOPLASTIC MODEL FOR CLAY CONSIDERING DESTRUCTURALIZATION AND CONSOLIDATION ANALYSIS OF UNSTABLE BEHAVIOR ESTIMATION OF HYDRAULIC PROPERTY OF JOINTED ROCK MASS CONSIDERING EXCAVATION-INDUCED CHANGE IN PERMEABILITY OF EACH JOINTS THE "STRESS-DILATANCY" HYPOTHESIS REVISITED : SHEAR-BANDING RELATED INSTABILITIES BEHAVIOUR OF GRANULAR MATERIALS IN RELATION TO THEIR FABRIC DEPENDENCIES INVERSE ANALYSIS OF SOFT GROUNDS CONSIDERING NONLINEARITY AND ANISOTROPY THERMO-PORO-MECHANICAL PROPERTIES OF THE AIGION FAULT CLAYEY GOUGE : APPLICATION TO THE ANALYSIS OF SHEAR HEATING AND FLUID PRESSURIZATION PLASTICITY MODELING OF THE EFFECT OF SAMPLE PREPARATION METHOD ON SAND RESPONSE AN ELASTO-VISCOPLASTIC CONSTITUTIVE MODEL WITH STRAIN-SOFTENING FOR SOFT SEDIMENTARY ROCKS CHANGES IN THE INSTANTANEOUS SHEAR MODULUS OF NORMALLY CONSOLIDATED CLAY WITH SHEAR HISTORY MESH-FREE METHOD FOR SOIL-WATER COUPLED PROBLEM WITHIN FINITE STRAIN AND ITS NUMERICAL VALIDITY NUMERICAL SIMULATION OF FLOW FAILURE OF GEOMATERIALS BASED ON FLUID DYNAMICS GROUND DENSIFICATION DUE TO SAND COMPACTION PILES COMPACTION BANDS AND OEDOMETRIC TESTING IN CEMENTED SOILS NOTATION〔記号説明〕
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Table of Contents表紙 複写をされる方に Notice about Photocopying 目次 奥付 会誌部会 論文報告集編集委員会 INTERNATIONAL ADVISORY BOARD 地盤工学会論文報告集投稿要項 RELATIVE DENSITY EFFECTS ON DRAINED SAND BEHAVIOR AT HIGH PRESSURES RELATIVE DENSITY EFFECTS ON UNDRAINED SAND BEHAVIOR AT HIGH PRESSURES MEASUREMENT OF COPPER SOLUTION TRANSPORT IN A SAND COLUMN BY MEANS OF A FIBRE-OPTIC SENSOR AND ANALYSIS OF THE BREAKTHROUGH CURVE VERIFICATION OF THE ELASTO-VISCOPLASTIC APPROACH ASSESSING THE LONG-TERM DEFORMATION OF THE QUASI-OVERCONSOLIDATED PLEISTOCENE CLAY DEPOSITS ELASTO-PLASTIC BEHAVIOR OF NATURALLY DEPOSITED CLAY DURING/AFTER SAMPLING AN ELASTO-VISCOPLASTIC MODEL FOR SOFT SEDIMENTARY ROCK BASED ON TIJ CONCEPT AND SUBLOADING YIELD SURFACE BASIC RESEARCH ON THE MECHANICAL BEHAVIOR OF METHANE HYDRATE-SEDIMENTS MIXTURE ALKALINITY CONTROL PROPERTIES OF THE SOLIDIFIED/STABILIZED SLUDGE BY A LOW ALKALINITY ADDITIVE EVALUATION OF PARTICLE CRUSHING IN SOILS USING X-RAY CT DATA UPPER-BOUND SOLUTIONS FOR BEARING CAPACITY OF STRIP FOOTINGS OVER ANISOTROPIC NONHOMOGENEOUS CLAYS EXPERIMENTAL STUDY OF STRAIN RATES EFFECTS ON STRAIN LOCALIZATION CHARACTERISTICS OF SOFT ROCKS SIMULATION OF SHEAR AND ONE-DIMENSIONAL COMPRESSION BEHAVIOR OF NATURALLY DEPOSITED CLAYS BY SUPER/SUBLOADING YIELD SURFACE CAM-CLAY MODEL STRENGTH AND CONSOLIDATION PROPERTIES OF BUSAN NEW PORT CLAYS NOTATION 〔記号説明〕
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Table of Contents表紙 複写をされる方に 目次 奥付 会誌部会 論文報告集編集委員会 INTERNATIONAL ADVISORY BOARD 地盤工学会論文報告集投稿要項 「地盤工学会論文報告集」審査員の公表 ACCUMULATED DEFORMATION OF SAND WITH INITIAL SHEAR STRESS AND EFFECTIVE STRESS STATE LYING NEAR FAILURE CONDITIONS BEHAVIOR OF PILE SUBJECT TO NEGATIVE SKIN FRICTION AND AXIAL LOAD DEVELOPMENT OF DISPLACEMENT-SOFTENING MODEL FOR INTERFACE SHEAR BEHAVIOR BETWEEN GEOSYNTHETICS AGEING EFFECTS ON CONSOLIDATION PROPERTIES : BASED ON THE SITE INVESTIGATION OF OSAKA PLEISTOCENE CLAYS ONE-DIMENSIONAL COMPRESSION OF AIR-FOAM TREATED LIGHTWEIGHT GEO-MATERIAL IN MICROSCOPIC POINT OF VIEW TWO CASE STUDIES OF CONSOLIDATION SETTLEMENT ANALYSIS USING CONSTANT RATE OF STRAIN CONSOLIDATION TEST A MODELLING PROCEDURE FOR SHEAR YIELDING CHARACTERISTICS AFFECTED BY VISCOUS PROPERTIES OF SAND IN TRIAXIAL COMPRESSION PORE WATER PRESSURE RESPONSE AROUND PILE AND ITS EFFECTS ON P-Y BEHAVIOR DURING SOIL LIQUEFACTION EFFECT OF ACID BUFFERING CAPACITY ON THE LONG-TERM MOBILITY OF HEAVY METALS IN CLAY LINER UNIFIED FORMULATION FOR TWO DIMENSIONAL SLOPE STABILITY ANALYSIS AND LIMITATIONS IN FACTOR OF SAFETY DETERMINATION APPLICABILITY OF SHANEP METHOD TO SIX DIFFERENT NATURAL CLAYS, USING TRIAXIAL AND DIRECT SHEAR TESTS NUMERICAL INTERPRETATION OF A SHAPE OF YIELD SURFACE OBTAINED FROM STRESS PROBE TESTS LONG-TERM SETTLEMENT OF THE RECLAIMED QUASI-OVERCONSOLIDATED PLEISTOCENE CLAY DEPOSITS IN OSAKA BAY I LONG-TERM SETTLEMENT OF THE RECLAIMED QUASI-OVERCONSOLIDATED PLEISTOCENE CLAY DEPOSITS IN OSAKA BAY II 第44巻目次および索引(2004年2月〜2004年12月)目次 著者別索引 主題別索引 NOTATION[記号説明] 裏表紙
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Table of Contents表紙 複写をされる方に 目次 奥付 会誌部会 論文報告集編集委員会 INTERNATIONAL ADVISORY BOARD 地盤工学会論文報告集投稿要項 FAILURE CRITERION OF UNSATURATED SOIL CONSIDERING TENSILE STRESS UNDER THREE-DIMENSIONAL STRESS CONDITIONS SOIL CHARACTERIZATION USING COMPLEX PERMITTIVITY AND ARTIFICIAL NEURAL NETWORKS COMPACTION BEHAVIOUR AND PREDICTION OF ITS CHARACTERISTICS OF FINE GRAINED SOILS WITH PARTICULAR REFERENCE TO COMPACTION ENERGY 3D EFFECTS ON EARTH PRESSURE AND DISPLACEMENTS DURING TUNNEL EXCAVATIONS ERRATA LATERAL LOAD CAPACITY OF UNDERREAMED PILES : AN ANALYTICAL APPROACH SHAKING TABLE TESTS ON FLOW DYNAMICS IN LIQUEFIED SLOPE ON THE LINEAR SEISMIC RESPONSE OF SOILS WITH MODULUS VARYING AS A POWER OF DEPTH : THE MALIAKOS MARINE CLAY STRENGTH AND DEFORMATION PROPERTIES OF COMPACTED CEMENT-MIXED GRAVEL EVALUATED BY TRIAXIAL COMPRESSION TESTS FORMULAS FOR AN INFINITELY LONG BERNOULLI-EULER BEAM ON THE PASTERNAK MODEL SIMPLIFIED METHOD FOR ANALYSIS OF PILES UNDERGOING LATERAL SPREADING IN LIQUEFIED SOILS SETTLEMENT OF SILTY SAND DEPOSITS FOLLOWING LIQUEFACTION DURING EARTHQUAKES MODELING THE BEHAVIOR OF A HYBRID INTERACTIVE SYSTEM INVOLVING SOIL, STRUCTURE AND EPS GEOFOAM ANNOUNCEMENT NOTATION[記号説明]
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Table of Contents表紙 複写をされる方に 目次 奥付 会誌部会 論文報告集編集委員会 INTERNATIONAL ADVISORY BOARD 地盤工学会論文報告集投稿要項 THE EXTENSION OF ROWE'S STRESS-DILATANCY MODEL TO GENERAL STRESS CONDITION A VISCO-HYPOPLASTIC CONSTITUTIVE RELATION FOR SOFT SOILS DILATING BEHAVIOUR OF OVERCONSOLIDATED CLAY DESCRIPTION OF TIME-DEPENDENT BEHAVIOR OF QUASI-OVERCONSOLIDATED OSAKA PLEISTOCENE CLAYS USING ELASTO-VISCOPLASTIC FINITE ELEMENT ANALYSES PREDICTION METHOD FOR LIQUEFACTION-INDUCED SETTLEMENT OF EMBANKMENT WITH REMEDIAL MEASURE BY DEEP MIXING METHOD FE-SIMULATIONS OF A DIRECT WALL SHEAR BOX TEST A SIMPLE CONSTITUTIVE MODEL FOR THE SEISMIC ANALYSIS OF SLOPES AND ITS APPLICATIONS EFFECTS OF SLOPE AND SLEEVING ON THE BEHAVIOR OF LATERALLY LOADED PILES MONITORING OF LOAD DISTRIBUTION OF THE PILES OF A BRIDGE DURING AND AFTER CONSTRUCTION SMALL DIAMETER CONE SAMPLER AND ITS APPLICABILITY FOR PLEISTOCENE OSAKA MA12 CLAY THREE-DIMENSIONAL SLOPE STABILITY ANALYSIS USING AN EXTENDED SPENCER METHOD ANNOUNCEMENT NOTATION
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Table of Contents表紙 複写をされる方に 目次 奥付 会誌部会 論文報告集編集委員会 INTERNATIONAL ADVISORY BOARD 地盤工学会論文報告集投稿要項 A MODEL FOR LANDSLIDE-PIPE INTERACTION ANALYSIS CORRELATION BETWEEN PENETRATION RESISTANCE OF SWEDISH WEIGHT SOUNDING TESTS AND SPT BLOW COUNTS IN SANDY SOILS INTERNAL BEHAVIOR OF CLAYEY GROUND IMPROVED BY VERTICAL DRAINS IN 3D-CONSOLIDATION PROCESS RESPONSE OF PILE GROUPS AGAINST SEISMICALLY INDUCED LATERAL FLOW IN CENTRIFUGE MODEL TESTS RELIABILITY BASED LOAD TRANSFER CHARACTERISTICS OF BORED PRECAST PILES EQUIPPED WITH GROUTED BULB IN THE PILE TOE REGION CONSTITUTIVE MODEL FOR CEMENT TREATED CLAY IN A CRITICAL STATE FRAME WORK SUCTION PROFILES AND SCALE FACTORS FOR UNSATURATED FLOW UNDER INCREASED GRAVITATIONAL FIELD ULTIMATE BEARING CAPACITY OF SOFT CLAYS REINFORCED BY A GROUP OF COLUMNS : APPLICATION TO A DEEP MIXING TECHNIQUE EFFECT OF HAMMER SHAPE ON ENERGY TRANSFER MEASUREMENT IN THE STANDARD PENETRATION TEST EFFECTS OF LARGE NUMBER OF CYCLIC LOADING ON DEFORMATION CHARACTERISTICS OF DENSE GRANULAR MATERIALS STABILITY CHART FOR ZERO TENSILE STRENGTH HOEK-BROWN MATERIALS : THE VARIATIONAL SOLUTION AND ITS ENGINEERING IMPLICATIONS EVALUATION OF CEMENT COLUMN FOR INCREASING STABILITY OF EMBANKMENT ON SILTY CLAY DURING EARTHQUAKES NOTATION[記号説明] 裏表紙
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- Material Type
- 電子書籍・電子雑誌
- Title
- Publication, Distribution, etc.
- Alternative Title
- Journal of the Japanese Geotechnical Society : soils and foundations
- Text Language Code
- JPN
- Persistent ID (NDL)
- info:ndljp/pid/10387488
- Collection (particular)
- 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
- Acquisition Basis
- NII-ELS
- Available (W3CDTF)
- 2017-08-23
- Date Accepted (W3CDTF)
- 2017-07-27T09:11:55+09:00