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Table of ContentsCOVER [OTHERS] 目次 [OTHERS] MECHANICAL PROPERTIES OF ELLIPTIC MICROSTRUCTURE FORMED IN GRANULAR MATERIALS STUDIES ON THE CONTROL OF SWELL AND COLLAPSE POTENTIAL OF SELECTED JORDANIAN SOILS USING ASPHALT STABILIZATION NUMERICAL CALCULATIONS OF SOIL RESPONSE OVER A DISPLACING BASEMENT DEVELOPMENT OF CENTRIFUGE CONE PENETRATION TEST TO EVALUATE THE UNDRAINED SHEAR STRENGTH PROFILE OF A MODEL CLAY BED LIQUEFACTION SUSCEPTIBILITY EVALUATION USING FUZZY SETS DRIVABILITY AND PULLOUT RESISTANCE OF HELICAL UNITS IN SATURATED SANDS CORRELATION BETWEEN THE LIQUEFACTION STRENGTHS OF SATURATED SANDS OBTAINED BY IN-SITU FREEZING METHOD AND ROTARY-TYPE TRIPLE TUBE METHOD TWO METHODS FOR THE DETERMINATION OF LATERAL STRESS IN SAND SEISMIC PERFORMANCE OF SIMPLE SLOPES A NEW METHOD OF CORRECTING UNCONFINED COMPRESSIVE STRENGTH OF NATURAL CLAYS FOR SAMPLE DISTURBANCE CORRELATIONS BETWEEN SHEAR WAVE VELOCITY AND CONE TIP RESISTANCE IN NATURAL CLAYS EVALUATION OF UNDRAINED SHEAR STRENGTH OF COHESIVE SOILS USING A FLAT DILATOMETER THE DEVELOPMENT OF A SUBSTRUCTURE ON-LINE TESTING SYSTEM FOR SEISMIC RESPONSE ANALYSIS OF A GEOTECHNICAL SYSTEM UNDRAINED CYCLIC AND MONOTONIC TRIAXIAL BEHAVIOR OF SATURATED LOOSE SAND UNDRAINED CYCLIC AND MONOTONIC TRIAXIAL BEHAVIOR OF SATURATED LOOSE SAND EVALUATION OF RESISTANCE TO LIQUEFACTION CAUSED BY EARTHQUAKES IN SANDY SOIL STABILIZED WITH QUICK-LIME CONSOLIDATED BRIQUETTE PILES EVALUATION OF RESISTANCE TO LIQUEFACTION CAUSED BY EARTHQUAKES IN SANDY SOIL STABILIZED WITH QUICK-LIME CONSOLIDATED BRIQUETTE PILES ANNOUNCEMENTS [OTHERS] BACKCOVER
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Table of ContentsCOVER [OTHERS] 目次 [OTHERS] COAL ASH SLURRY FOR EFFECTIVE UNDERWATER DISPOSAL ARIAKE BAY QUICK CLAYS : A COMPARISON WITH THE GENERAL MODEL EXTREME LOAD OF SOILS REINFORCED BY COLUMNS : THE CASE OF AN ISOLATED COLUMN NUMERICAL AND EXPERIMENTAL INVESTIGATION OF THERMALLY INDUCED EFFECTS IN SATURATED CLAY CHARACTERISTICS OF ELEMENTARY DYNAMIC BEHAVIOR FOR THREE DIMENSIONAL SEISMIC RESPONSE OF A FILL DAM TRAFFICABILITY CONTROL SYSTEM FOR A TRACTOR TRAVELING UP AND DOWN A WEAK SLOPE TERRAIN USING INITIAL TRACK BELT TENSION INTERSLICE SHEAR FORCES IN SLOPE STABILITY ANALYSES : A NEW APPROACH FRICTION CAPACITY OF AXIALLY LOADED MODEL PILE IN SAND IMPERFECTION-SENSITIVE BIFURCATION OF CAM-CLAY UNDER PLANE STRAIN COMPRESSION WITH UNDRAINED BOUNDARIES VALIDATION OF HYPERBOLIC METHOD FOR SETTLEMENT IN CLAYS WITH VERTICAL DRAINS RESPONSE OF A DENSE SAND DEPOSIT DURING 1993 KUSHIR0-0KI EARTHQUAKE MODEL TESTS AND THEORETICAL ANALYSIS OF REINFORCED SOIL SLOPES WITH FACING PANELS TEMPERATURE EFFECTS ON UNDRAINED SHEAR CHARACTERISTICS OF CLAY THE RELATIONSHIP BETWEEN THE FRACTAL DIMENSION AND KRUMBEIN'S ROUNDNESS NUMBER EFFECTIVE STRESS BEHAVIOR OF CLAYS IN UNCONFINED COMPRESSION TESTS EFFECTIVE STRESS BEHAVIOR OF CLAYS IN UNCONFINED COMPRESSION TESTS VERIFICATION OF THE GENERALIZED ELASTOPLASTIC MODEL FOR UNSATURATED SOILS VERIFICATION OF THE GENERALIZED ELASTOPLASTIC MODEL FOR UNSATURATED SOILS INDUCED BENDING MOMENTS IN BATTER PILES IN SETTLING SOILS INDUCED BENDING MOMENTS IN BATTER PILES IN SETTLING SOILS Stability Analysis for Footings on Reinforced Sand Slopes (errata) ANNOUNCEMENTS [OTHERS] BACKCOVER
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Table of Contents表紙 [OTHERS] 目次 [OTHERS] UNDRAINED CYCLIC SHEAR BEHAVIOUR OF NORMALLY CONSOLIDATED CLAY SUBJECTED TO INITIAL STATIC SHEAR STRESS A CASE STUDY OF THE APPLICATION OF DIRECT SHEAR AND CONE PENETRATION TESTS TO SOIL INVESTIGATION : DESIGN AND QUALITY CONTROL FOR PEATY SOILS UNDRAINED SHEAR STRENGTH OF CLAY IMPROVED WITH SAND COMPACTION PILES FAILURE MECHANISM IN GEOGRID-REINFORCED SEGMENTAL WALLS : EXPERIMENTAL IMPLICATIONS A PHYSICO-CHEMICAL APPROACH TO THE CONSOLIDATION MECHANISM OF SOFT CLAYS TRANSIENT SHEAR STRENGTH OF SATURATED SAND UNDER CYCLIC LOADING CONSIDERlNG STRAIN-RATE EFFECT SMALL STRAIN SHEAR MODULUS OF CLAY SEDIMENTATION IN A STATE OF NORMAL CONSOLIDATION EXPERIMENTAL DETERMINATIONS OF CONTACT FRICTION FOR SPHERICAL GLASS PARTICLES PROBABILITY-BASED PREDICTION OF ROTATIONS OF STRUCTURES DUE TO DIFFERENTIAL SETTLEMENTS BASIC PROPERTIES OF LOAM SOILS IN AOMORI PREFECTURE, JAPAN BASIC PROPERTIES OF LOAM SOILS IN AOMORI PREFECTURE, JAPAN PROBABILITY-BASED PREDICTION OF DIFFERENTIAL SETTLEMENTS OF STRUCTURES USING TIMOSHENKO BEAM ON PASTERNAK MODEL PROBABILITY-BASED PREDICTION OF DIFFERENTIAL SETTLEMENTS OF STRUCTURES USING TIMOSHENKO BEAM ON PASTERNAK MODEL 関東ロームのアロフェン含有量が石灰-石膏安定処理土に及ぼす影響 暴露試験と乾湿繰返し試験による頁岩の風化速度の検討 阿武隈高地に分布するまさ土の風化度の評価と盛土材料としての特性 ボアホールテレビ映像からの孔壁不連続面の一抽出法 ANNOUNCEMENTS 第34巻 目次および索引(1994年3月〜1994年12月) 第34巻 目次および索引(1994年3月〜1994年12月) [OTHERS] 裏表紙
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Table of Contents表紙 [OTHERS] 目次 [OTHERS] EFFECTS OF SAMPLE DISTURBANCE ON STRENGTH AND CONSOLIDATION PARAMETERS OF SOFT CLAY LIQUEFACTION CHARACTERISTICS OF SATURATED SAND DEPOSITS UNDER NONUNIFORM VERTICAL STRESSES STABILITY ANALYSIS FOR FOOTINGS ON REINFORCED SAND SLOPES VANE SHEAR STRENGTH OF A JAPANESE MARINE CLAY AND APPLICABILITY OF BJERRUM'S CORRECTION FACTOR STATISTICAL RISK ESTIMATING METHOD FOR RAINFALL ON SURFACE COLLAPSE OF A CUT SLOPE RELATIONSHIP BETWEEN TIME EFFECTS IN TRIAXIAL TEST AND SECONDARY COMPRESSION MODELLING OF CONTAMINATED LAND RECLAMATION A GRANULAR MATERIAL MODEL BASED ON ASSOCIATED FLOW RULE APPLIED TO MONOTONIC LOADING BEHAVIOR SLOPE SYSTEM RELIABILITY WITH GENERAL SLIP SURFACES QUALITY OF THE LUBRICATION LAYER USED IN ELEMENT TESTS ON GRANULAR MATERIALS QUALITY OF THE LUBRICATION LAYER USED IN ELEMENT TESTS ON GRANULAR MATERIALS BEHAVIOR OF BRACED EXCAVATIONS STABILIZED BY DEEP MIXING METHOD BEHAVIOR OF BRACED EXCAVATIONS STABILIZED BY DEEP MIXING METHOD 水ガラス系グラウト材の基本的性質について 安定処理したまさ土へ及ぼす酸性雨の影響 ANNOUNCEMENTS [OTHERS] 裏表紙
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Table of Contents表紙 [OTHERS] 目次 [OTHERS] A NEW LOOK AT THE STRESS DILATANCY RELATION IN CAM-CLAY MODEL GROUND HEAVE FROM CAUSTIC SODA SOLUTION SPILLAGE-A CASE STUDY SAND PENETRATION INTO CLAY SLURRY THROUGH JUTE INTERLAYER FAILURE MECHANISMS OF REINFORCED SAND SLOPES LOADED WITH A FOOTING UPLIFT RESISTANCE OF BURIED PIPELINES IN SAND CYCLIC BEHAVIOUR OF PILE GROUPS IN CALCAREOUS SEDIMENTS WAVE EQUATION PARAMETERS FROM NUMERICAL SIMULATION TECHNIQUES SEISMIC SLOPE STABILITY ANALYSIS : PSEUDO-STATIC GENERALIZED METHOD GEOSYNTHETIC REINFORCED SLOPES : LIMIT EQUILIBRIUM AND FINITE ELEMENT ANALYSES A NEW IN-LABORATORY METHOD TO MAKE HOMOGENEOUS CLAYEY SAMPLES AND THEIR MECHANICAL PROPERTIES THE SIGNIFICANCE OF LOCAL LATERAL-STRAIN MEASUREMENT OF SOIL SPECIMENS FOR A WIDE RANGE OF STRAIN STABILITY ANALYSIS OF EMBANKMENT ON SOFT GROUND : A CASE STUDY OBSERVATION OF DIFFERENTIAL SETTLEMENT IN OFFSHORE DEVELOPMENT PROJECT OF TOKYO INTERNATIONAL AIRPORT APPLICATION OF INFINITE ELEMENTS TO SEEPAGE ANALYSIS IN GEOTECHNICAL PERSPECTIVE APPLICATION OF INFINITE ELEMENTS TO SEEPAGE ANALYSIS IN GEOTECHNICAL PERSPECTIVE APPLICATION OF INFINITE ELEMENTS TO SEEPAGE ANALYSIS IN GEOTECHNICAL PERSPECTIVE PREDICTION OF SINGLE PILE SETTLEMENT BASED ON INVERSE ANALYSIS PREDICTION OF SINGLE PILE SETTLEMENT BASED ON INVERSE ANALYSIS Application of Infinite Elements to Seepage Analysis in Geotechnical Perspective (errata) 砂質地盤における薬液注入の効果判定指標としてのN値に関する実験的研究 薬液注入による固結形状の予測に関する現場実験 関東ロームのアロフェン含有量がその土質工学的特異挙動に及ぼす影響 載荷時間と荷重増分比が圧密試験結果に及ぼす影響とその解釈 ANNOUNCEMENTS [OTHERS] 裏表紙
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Table of ContentsCOVER [OTHERS] 目次 [OTHERS] TWO DIMENSIONAL STUDY OF HYDRAULIC FRACTURING CRITERIA IN COHESIVE SOILS SEISMIC BEARING CAPACITY OF A MOUNDED FOUNDATION NEAR A DOWN-HILL SLOPE BY PSEUDO-STATIC ANALYSIS UNDRAINED CYCLIC AND MONOTONIC TRIAXIAL BEHAVIOUR OF SATURATED LOOSE SAND EVALUATION OF RESISTANCE TO LIQUEFACTION CAUSED BY EARTHQUAKES IN SANDY SOIL STABILIZED WITH QUICK-LIME CONSOLIDATED BRIQUETTE PILES CENTRIFUGE MODELLING OF PILED BRIDGE ABUTMENTS ON SOFT GROUND BEHAVIOR OF A BRACED EXCAVATION IN SOFT CLAY AND THE UNDRAINED SHEAR STRENGTH FOR PASSIVE EARTH PRESSURE EFFECTIVENESS OF TOP-SHAPED CONCRETE BLOCKS IN PREVENTING SETTLEMENT OF FOUNDATIONS IN LIQUEFIED GROUND PROBABILITY-BASED PREDICTION OF DIFFERENTIAL SETTLEMENTS OF STRUCTURES USING TIMOSHENKO BEAM ON PASTERNAK MODEL SOIL-WATER COUPLED BEHAVIOUR OF SATURATED CLAY NEAR/AT CRITICAL STATE STABILITY ANALYSIS OF REINFORCED SOIL STRUCTURES USING RIGID PLASTIC FINITE ELEMENT METHOD ROTARY PENETRATION STEEL PIPE PILE (DRILL PILE) METHOD : New Low-Noise, Low-Vibration Piling Method INDUCED BENDING MOMENTS IN BATTER PILES IN SETTLING SOILS APPLICATION OF DIRECT SHEAR TEST TO ANALYSIS OF TERTIARY LANDSLIDES ALONG A BEDDING PLANE THREE-DIMENSIONAL BEARING CAPACITY ANALYSIS OF FOUNDATIONS BY USE OF A METHOD OF SLICES THREE-DIMENSIONAL BEARING CAPACITY ANALYSIS OF FOUNDATIONS BY USE OF A METHOD OF SLICES Performance of Reinforced Embankment on Muar Clay Deposit(errata) [OTHERS] BACKCOVER
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Table of Contents表紙 [OTHERS] 目次 [OTHERS] PERFORMANCE OF REINFORCED EMBANKMENT ON MUAR CLAY DEPOSIT OPTIMAL LOWER BOUND BEARlNG CAPACITY OF STRIP FOOTINGS LONG-TERM SETTLEMENT CHARACTERISTICS OF A FRICTION PILE APPLICATION OF A FULLY COUPLED METHOD TO THE ANALYSIS OF AN EXCAVATION THEORETICAL ASPECTS OF CONSTITUTIVE MODELLING FOR UNSATURATED SOILS VERIFICATION OF THE GENERALIZED ELASTOPLASTIC MODEL FOR UNSATURATED SOILS EFFECTS OF WEATHERING ON STABILITY OF NATURAL SLOPES IN NORTH-CENTRAL KUMAMOTO LINKING BETWEEN JOINT GEOMETRY MODELS AND A DISTlNCT ELEMENT METHOD IN THREE DIMENSIONS TO PERFORM STRESS ANALYSES IN ROCK MASSES CONTAINING FINITE SIZE JOINTS EFFECT OF BERMS AND TENSION CRACK ON THE STABILITY OF EMBANKMENTS ON SOFT SOILS CROSSHOLE PERMEABILITY TESTING METHOD IN BEDROCK EFFECTS OF CEMENTATION ON STRESS-STRAIN AND STRENGTH CHARACTERISTICS OF SANDS MODELLING AND STUDY OF SMEAR ZONES AROUND BAND SHAPED DRAINS INFLUENCE OF A FREEZE AND THAW CYCLE ON LIQUEFACTION RESISTANCE OF SANDY SOILS RATE EFFECT ON LATERAL SOIL RESTRAINT OF PIPELINES VOLUME CHANGE OF CLAYS INDUCED BY HEATING AS OBSERVED IN CONSOLIDATION TESTS A PRELIMINARY STUDY ON HEATING OF CLAYS TO EXAMINE POSSIBLE EFFECTS OF TEMPERATURE ON SOIL-MECHANICAL PROPERTIES MECHANISM OF PERMANENT DISPLACEMENT OF GROUND CAUSED BY SEISMIC LIQUEFACTION Mechanism of Permanent Displacement of Ground Caused by Seismic Liquefaction (closure) ELASTIC DEFORMATION PROPERTIES OF GEOMATERIALS Elastic Deformation Properties of Geomaterials (closure) QUASI-PRECONSOLIDATION EFFECTS DEVELOPED IN NORMALLY CONSOLIDATED CLAYS Quasi-Preconsolidation Effects Developed in Normally Consolidated Clays (closure) 超音波振動子を利用した硬さ測定触覚センサーの土質工学への利用について 第33巻 目次および索引(1993年3月〜1993年12月) 第33巻 目次および索引(1993年3月〜1993年12月) [OTHERS]
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Table of Contents表紙 [OTHERS] 目次 [OTHERS] BEHAVIOR OF SAND PARTICLES AROUND RIGID RIBBED INCLUSIONS DURING SHEAR SHEAR STRESSES AND THE HYDRAULIC FRACTURING OF EARTH DAM SOILS EFFECTIVE STRESS BEHAVIOR OF CLAYS IN UNCONFINED COMPRESSION TESTS THE CONTROL OF STEEL PIPE PILE DRIVING BASED ON RELIABILITY ANALYSIS OF BEARlNG CAPACITY ESTIMATION ACTIVE EARTH PRESSURE FOUNDED ON DISPLACEMENT FIELD ON THE BEARING CAPACITY OF SURFACE FOOTINGS ON SAND UNDER GENERAL PLANAR LOADS CENTRIFUGE MODEL STUDY OF PILES SOCKETED IN SOFT ROCK EFFECTS OF FABRIC ANISOTROPY OF SAND ON CYCLIC UNDRAINED TRIAXIAL AND TORSIONAL STRENGTHS MODEL FOR THE DEFORMATION OF SAND DURING ROTATION OF PRINCIPAL STRESS DIRECTIONS UTILIZATION OF STAINLESS-STEEL SLAG BY CEMENT HARDENING BACK-ANALYSIS OF DEFORMATION AND MOHR-COULOMB STRENGTH PARAMETERS BASED ON INITIAL STRAIN METHOD VARIATIONAL AND TRADITIONAL RIGOROUS SLOPE STABILITY ANALYSES : COMPARISON OF SAFETY FACTORS RELATION OF LIMIT EQUILIBRIUM METHOD TO LIMIT ANALYSIS METHOD EFFECT OF AGlNG OF MARINE CLAY AND ITS DUPLICATION BY HIGH TEMPERATURE CONSOLIDATION STRAIN SPACE PLASTICITY MODEL FOR CYCLIC MOBILITY STRAIN SPACE PLASTICITY MODEL FOR CYCLIC MOBILITY A CONSTITUTIVE EQUATION OF ONE-DIMENSIONAL CONSOLIDATION DERIVED FROM INTER-CONNECTED TESTS A CONSTITUTIVE EQUATION OF ONE-DIMENSIONAL CONSOLIDATION DERIVED FROM INTERCONNECTED TESTS THE LEANING TOWER OF PISA : GEOTECHNICAL THEORY AND MODEL TESTS THE LEANING TOWER OF PISA : GEOTECHNICAL THEORY AND MODEL TESTS 薬液注入において浸透固結形を考慮した限界注入速度の決定方法 締固め土の水分特性曲線のスケーリングについて アルミ棒積層体の受働土圧実験と2重硬化モデルにもとづく解析 載荷試験における載荷点の拘束条件の影響 [OTHERS]
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Table of ContentsCOVER 目次 [OTHERS] FRICTIONAL BEHAVIOUR BETWEEN NORMALLY CONSOLIDATED CLAY AND STEEL BY TWO DIRECT SHEAR TYPE APPARATUSES EFFECT OF SETTING METHOD ON THE BEHAVIOUR OF CLAYS IN TRIAXIAL COMPRESSION FROM SATURATION TO UNDRAINED SHEAR BASIC PROPERTIES OF LOAM SOILS IN AOMORI PREFECTURE, JAPAN QUALITY OF THE LUBRICATION LAYER USED IN ELEMENT TESTS ON GRANULAR MATERIALS MODELLING STRESS-STRAIN RELATIONS OF SAND A SEMI-EMPIRICAL EQUATION FOR SETTLEMENT RATIO OF PILE FOUNDATIONS IN SAND BRAKING PERFORMANCES OF A TOWED RIGID WHEEL ON A SOFT GROUND BASED ON THE ANALYSIS OF SOIL-COMPACTION BEHAVIOR OF BRACED EXCAVATIONS STABILIZED BY DEEP MIXING METHOD OBSERVATION OF DIFFERENTIAL SETTLEMENT IN OFFSHORE DEVELOPMENT PROJECT OF TOKYO INTERNATIONAL AIRPORT PREDICTION OF SINGLE PILE SETTLEMENT BASED ON INVERSE ANALYSIS FRICTION BETWEEN COHESIVE SOILS AND STEEL IMPERFECTION SENSITIVITY FOR SIZE EFFECT OF GRANULAR MATERIALS CONCEPT OF EFFECTIVE STRAIN IN CONSTITUTIVE MODELING OF GRANULAR MATERIALS A METHOD TO TEST THE PERFORMANCE OF A PREFABRICATED VERTICAL DRAIN NORMALIZED UNDRAINED STRENGTH OF CLAY IN THE NORMALLY CONSOLIDATED STATE AND IN THE FIELD NORMALIZED UNDRAINED STRENGTH OF CLAY IN THE NORMALLY CONSOLIDATED STATE AND IN THE FIELD FINITE ELEMENT SLOPE STABILITY ANALYSIS BY SHEAR STRENGTH REDUCTION TECHNIQUE FINITE ELEMENT SLOPE STABILITY ANALYSIS BY SHEAR STRENGTH REDUCTION TECHNIQUE FINITE ELEMENT SLOPE STABILITY ANALYSIS BY SHEAR STRENGTH REDUCTION TECHNIQUE PREDICTION OF THE PARTIALLY DRAINED BEHAVIOR OF SOFT CLAYS UNDER EMBANKMENT LOADING PREDICTION OF THE PARTIALLY DRAINED BEHAVIOR OF SOFT CLAYS UNDER EMBANKMENT LOADING THE MECHANISM AND A SIMPLIFIED PROCEDURE FOR THE ANALYSIS OF PERMANENT GROUND DISPLACEMENT DUE TO LIQUEFACTION THE MECHANISM AND A SIMPLIFIED PROCEDURE FOR THE ANALYSIS OF PERMANENT GROUND DISPLACEMENT DUE TO LIQUEFACTION Prediction of Clay Bahaviour in Undrained and Partially Drained Cyclic Triaxial Tests (errata) Finite Element Analysis of Earthquake Induced Damage to Anchored Sheet Pile Quay Walls (errata) Micromechanical Background to a Strain Space Multiple Mechanism Model for Sand (errata) [OTHERS]
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Table of ContentsCOVER [OTHERS] 目次 [OTHERS] EVALUATION OF UNDRAINED STRENGTH OF UNSATURATED SOILS BY PLATE UPLIFT TEST PROGRESSIVE FAILURE AND SCALE EFFECT OF TRAP-DOOR PROBLEMS WITH GRANULAR MATERIALS APPLICATION OF INFINITE ELEMENTS TO SEEPAGE ANALYSIS IN GEOTECHNICAL PERSPECTIVE DYNAMIC ANALYSIS OF AXIALLY-LOADED FOOTINGS IN TIME DOMAIN STOCHASTIC THREE DIMENSIONAL JOINT SIZE, INTENSITY AND SYSTEM MODELLING AND A VALIDATION TO AN AREA IN STRIPA MINE, SWEDEN FINITE ELEMENT ANALYSIS OF EARTHQUAKE INDUCED DAMAGE TO ANCHORED SHEET PILE QUAY WALLS CORRELATION BETWEEN STRENGTHS AND PENETRATION RESISTANCES FOR GRAVELLY SOILS MICROMECHANICAL BACKGROUND TO A STRAIN SPACE MULTIPLE MECHANISM MODEL FOR SAND SHEAR BANDS IN BIAXIAL TESTS ON DRY COARSE SAND LIQUEFACTION-INDUCED GROUND DAMAGE IN DAGUPAN IN THE JULY 16,1990 LUZON EARTHQUAKE LIMIT ANALYSIS OF WEAK LAYERS UNDER EMBANKMENTS SETTLEMENT AND ROTATION OF FOOTINGS EMBEDDED IN SAND ONE TEST DETERMINATION OF THE FAILURE CURVE OF A GRANULAR SOIL BY STRAIN PATH TESTING UNIFIED DYNAMIC SHEAR MODULI AND DAMPING RATIOS OF SAND AND CLAY THREE DIMENSIONAL FORMULATION AND OBJECTIVITY OF A STRAIN SPACE MULTIPLE MECHANISM MODEL FOR SAND TWO-DIMENSIONAL ORIENTATION OF FINE QUARTZ GRAIN SUBJECTED TO DIRECT SHEAR LIQUEFACTION-INDUCED FLOW SLIDE IN THE COLLAPSIBLE LOESS DEPOSIT IN SOVIET TAJIK LIQUEFACTION-INDUCED FLOW SLIDE IN THE COLLAPSIBLE LOESS DEPOSIT IN SOVIET TAJIK ON THE CONCEPT OF CHARACTERISTIC STATES OF COHESIONLESS SOIL AND CONSTITUTIVE MODELLING ON THE CONCEPT OF CHARACTERISTIC STATES OF COHESIONLESS SOIL AND CONSTITUTIVE MODELLING EFFECT OF AGING OF MARINE CLAY AND ITS DUPLICATION BY HIGH TEMPERATURE CONSOLIDATION EFFECT OF AGING OF MARINE CLAY AND ITS DUPLICATION BY HIGH TEMPERATURE CONSOLIDATION LONG-TERM CONSOLIDATION CHARACTERISTIC OF DILUVIAL CLAY IN OSAKA BAY [OTHERS]
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- 電子書籍・電子雑誌
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- Journal of the Japanese Society of Soil Mechanics and Foundation Engineering
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- JPN
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- info:ndljp/pid/10387491
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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