UNDRAINED SHEAR CHARACTERISTICS OF SATURATED SAND UNDER ANISOTROPIC CONSOLIDATION
スポンサーリンク
概要
- 論文の詳細を見る
A series of undrained triaxial compression tests was performed on Toyoura sand in order to investigate the behavior of sand under large deformation. The present study focuses on the effects of anisotropic consolidation on the undrained behavior of sand. A wide range of initial states of sand is covered and taken into account with the behavior of sand varying from contractive to dilative. Different states of consolidation stress were shown to affect the stress-strain behavior of sand and the development of excess pore water pressure up to an axial strain of 5%. Beyond a strain in excess of 10%, the behavior of sand was shown to become independent of the stress state at consolidation. Consequently, the relation between void ratio and confining stress at steady state and quasi-steady state are independent of the extent of anisotropic consolidation. Moreover, the initial dividing curve between dilative and contractive behaviors in an e〜p'diagram was shown to move down as the sand is more anisotropically consolidated.
- 社団法人地盤工学会の論文
- 2001-02-15
著者
-
石原 研而
Department of Civil Engineering, Science University of Tokyo.
-
東畑 郁生
Department of Civil Engineering, The University of Tokyo.
-
加藤 進
Department Of Medical Zoology Nagoya City University Medical School
-
東畑 郁生
Department Of Civil Engineering University Of Tokyo
-
東畑 郁生
Professor Of Civil Engineering The University Of Tokyo Bunkyo Tokyo 108-8656 Japan.
-
石原 研而
Department Of Civil Engineering Chuo University:department Of Civil Engineering Tokyo University Of
-
Ishihara K
Chuo Univ. Tokyo Jpn
-
石原 研而
中央大学
-
加藤 進
Department Of Civil Engineering And Architecture University Of Ryukyus
-
Ishihara Kenji
Department Of Civil Engineering Tokyo Science University
関連論文
- 2003年バム地震におけるバム市内の地盤と基礎構造の挙動
- USE OF COMPRESSIBLE EXPANDED POLYSTYRENE BLOCKS AND GEOGRIDS FOR RETAINING WALL STRUCTURES
- 大型可動壁模型土槽におけるジオグリツド補強砂の補強効果
- DEFORMATION AND STRENGTH OF GEOGRID-REINFORCED GRANULAR SOIL AT PLANE STRAIN CONDITIONS
- Mechanism of Permanent Displacement of Ground Caused by Seismic Liquefaction (closure)
- EFFECTS OF LARGE PRESHEARING ON CYCLIC BEHAVIOR OF SAND
- YIELDING OF OVERCONSOLIDATED SAND AND LIQUEFACTION MODEL UNDER CYCLIC STRESSES
- GEOTECHNICAL RECONNAISSANCE STUDY ON DAMAGE CAUSED BY 2001 GUJARAT EARTHQUAKE, INDIA
- 20351 液状化地盤における杭基礎構造物の3次元的挙動
- SEISMIC SOIL-STRUCTURE INTERACTION OF CROSS SECTIONS OF FLEXIBLE UNDERGROUND STRUCTURES SUBJECTED TO SOIL LIQUEFACTION
- 地震時の地すべりと土砂流動 (特集 土砂災害と対策・復旧)
- 2003年5月26日三陸南地震の被害調査報告
- 4. 地震時の基礎杭に及ぼす液状化と地盤流動の影響(第11回アジア地域会議 (ソウル))
- 地盤液状化研究の現状と既設石油タンク等の地盤液状化対策 (特集 地震対策)
- 1990年7月16日, ルソン地震における液状化による地盤災害(『土質工学会論文報告集』Vol.33,No.1 (1993年3月発行)掲載論文の概要)
- 1990年6月20日のイラン, マンジル地震の土質工学的諸問題(『土質工学会論文報告集』Vol. 32,No.3 (1992年9月発行)掲載論文の概要)
- SETTLEMENT OF SILTY SAND DEPOSITS FOLLOWING LIQUEFACTION DURING EARTHQUAKES
- RESPONSE OF PILE GROUPS AGAINST SEISMICALLY INDUCED LATERAL FLOW IN CENTRIFUGE MODEL TESTS
- CORRELATION BETWEEN PENETRATION RESISTANCE OF SWEDISH WEIGHT SOUNDING TESTS AND SPT BLOW COUNTS IN SANDY SOILS
- EPS緩衝材を有するジオグリッド補強砂の土圧に関する大型模型土槽実験
- 「地盤工学会論文報告集(SOILS AND FOUNDATIONS)」懇談会((座談会))
- 液状化対策に用いられる静的締固め砂杭工法による地盤の密度増加(『地盤工学会論文報告集』Vol.40,No.2 (2000年4月発行)掲載論文の概要)
- SOIL DENSIFICATION DUE TO STATIC SAND PILE INSTALLATION FOR LIQUEFACTION REMEDIATION
- 等方応力状態における不飽和土の降伏関数に関する一考察
- 締固め粘性土の等方およびせん断応力条件下におけるコラプス時の変形特性(『地盤工学会論文報告集』Vol.40,No.5 (2000年10月発行)掲載論文の概要)
- 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
- MATHEMATICAL PRINCIPLES IN PREDICTION OF LATERAL GROUND DISPLACEMENT INDUCED BY SEISMIC LIQUEFACTION
- GEOTECHNICAL ASPECTS OF THE JUNE 20,1990 MANJIL EARTHQUAKE IN IRAN
- In vitro cultivation system for Trypanosoma gambiense bloodstream forms with mouse fibroblast-like cells
- SUCCINYL CON A-INDUCED ADDLUTINATION OF TRYPANOSOMA GAMBIENSE
- LABORATORY INVESTIGATION ON RATE-DEPENDENT PROPERTIES OF SAND UNDERGOING LOW CONFINING EFFECTIVE STRESS
- A THREE-DIMENSIONAL STRESS-STRAIN MODEL OF SAND UNDERGOING CYCLIC ROTATION OF PRINCIPAL STRESS AXES
- UNDRAINED DEFORMATION AND LIQUEFACTION OF SAND UNDER CYCLIC STRESSES
- PREDICTION OF LIQUEFACTION IN SAND DEPOSITS DURING EARTHQUAKES
- SAND LIQUEFACTION IN HOLLOW CYLINDER TORSION UNDER IRREGULAR EXCITATION
- CYCLIC SIMPLE SHEAR TESTS ON SATURATED SAND IN MULTI-DIRECTIONAL LOADING
- DEFORMATION BEHAVIOR OF SANDY SLOPES DURING RAINWATER INFILTRATION
- RESPONSE OF UNSATURATED SANDY SOILS UNDER CONSTANT SHEAR STRESS DRAINED CONDITION
- SHAKE TABLE TESTS ON RESIDUAL DEFORMATION OF SANDY SLOPES DUE TO CYCLIC LOADING
- STRESS-STRAIN BEHAVIOR OF COMPACTED SANDY MATERIAL UNDER CYCLIC SIMPLE SHEAR
- THREE DIMENSIONAL ANALYSIS ON LATERAL DISPLACEMENT OF LIQUEFIED SUBSOIL
- YIELDING OF LOOSE SAND IN THREE-DIMENSIONAL STRESS CONDITIONS
- UNDRAINED DEFORMATION CHARACTERISTICS OF SAND IN MULTI-DIRECTIONAL SHEAR
- YIELDING OF LOOSE SAND IN THREE-DIMENSIONAL STRESS CONDITIONS
- ANISOTROPIC DEFORMATION CHARACTERISTICS OF SAND UNDER THREE DIMENSIONAL STRESS CONDITIONS
- SUBSIDENCE OF BUILDING FOUNDATION RESTING UPON LIQUEFIED SUBSOIL : CASE STUDIES AND ASSESSMENT
- 大型振動台による液状化地盤中の水平流動(側方変位・流動の予測と対策)
- 1978年千葉県東方沖地震における原位置での間隙水圧と地震動(『土質工学会論文報告集』Vol. 29,No.4 (1989年12月発行)掲載論文の概要)
- 非排水せん断時のせん断仕事と間隙水圧
- CYCLIC STRENGTH OF UNDISTURBED SANDS OBTAINED BY A PISTON SAMPLER
- 直交方向繰返し応力が砂の非排水せん断変形に及ぼす影響(『地盤工学会論文報告集』Vo..38,No.4 (1998年12月発行)掲載論文の概要)
- EFFECTS OF SUPERIMPOSING CYCLIC SHEAR STRESS ON THE UNDRAINED BEHAVIOR OF SATURATED SAND UNDER MONOTONIC LOADING
- 砂質土に関する標準貫入試験N値と相対密度との関係(『地盤工学会論文報告集』Vol.39,No.5 (1999年10月発行)掲載論文の概要)
- USE OF EMBEDDED WALLS FOR MITIGATION OF LIQUEFACTION-INDUCED DISPLACEMENT IN SLOPES AND EMBANKMENTS
- LATERAL LOADS ON OFFSHORE STRUCTURES EXERTED BY SUBMARINE MUDFLOWS
- SAND RESPONSE TO CYCLIC ROTATION OF PRINCIPAL STRESS DIRECTIONS AS INDUCED BY WAVE LOADS
- SIMPLIFIED METHOD FOR ANALYSIS OF PILES UNDERGOING LATERAL SPREADING IN LIQUEFIED SOILS
- EMPIRICAL CORRELATION BETWEEN SPT N-VALUE AND RELATIVE DENSITY FOR SANDY SOILS
- FLOW POTENTIAL OF SANDY SOILS WITH DIFFERENT GRAIN COMPOSITIONS
- STATE CONCEPT AND MODIFIED ELASTOPLASTICITY FOR SAND MODELLING
- CHARACTERIZATION OF UNDRAINED BEHAVIOUR OF SOILS IN THE RECLAIMED AREA OF KOBE
- EMPIRICAL CORRELATION BETWEEN SPT N-VALUE AND RELATIVE DENSITY FOR SANDY SOILS
- STATE CONCEPT AND MODIFIED ELASTOPLASTICITY FOR SAND MODELLING
- MODELLING OF SAND BEHAVIOUR BASED ON STATE CONCEPT
- NORMALIZED BEHAVIOR OF VERY LOOSE NON-PLASTIC SOILS : EFFECTS OF FABRIC
- THE STEADY STATE OF SANDY SOILS
- THE STEADY STATE OF SANDY SOILS
- EVALUATION OF SETTLEMENTS IN SAND DEPOSITS FOLLOWING LIQUEFACTION DURING EARTHQUAKES
- LIQUEFACTION-ASSOCIATED GROUND DAMAGE DURING THE VRANCEA EARTHQUAKE OF MARCH 4,1977
- ANALYSIS OF LANDSLIDES DURING THE 1978 IZU-OHSHIMA-KINKAI EARTHQUAKE
- 地盤工学の発展-過去, 現在, 未来(地盤工学の展望 : 地盤工学全般・防災分野)
- 国際地盤工学会4年間(1997〜2001)の歩み
- 創造的技術の地盤改良, 佐丸雄治・関山龍一著, B5判, 192ページ, 2001年8月15日発行, 価格 3500円(税別), 発行所 理工図書株式会社, 〒102-0071 東京都千代田区富士見1-8-19, 電話 03-3230-0221
- UNDRAINED SHEAR CHARACTERISTICS OF SATURATED SAND UNDER ANISOTROPIC CONSOLIDATION
- 異なる粒子構造を持つ砂質土の流動ポテンシャル(『地盤工学会論文報告集』Vol.40,No.4 (2000年8月発行)掲載論文の概要)
- 粒状材料における非共軸性とエネルギー消散(『地盤工学会論文報告集』Vol.40,No.2 (2000年4月発行)掲載論文の概要)
- 国際化に向けての歩み(地盤工学会創立50周年記念)
- ANALYSIS OF PERMANENT DEFORMATION OF EARTH DAMS DUE TO EARTHQUAKES
- MAXIMUM AND MINIMUM VOID RATIO CHARACTERISTICS OF SANDS
- SAND LIQUEFACTION THROUGH VOLUME DECREASE POTENTIAL
- P.Lumbレクチャーについて
- YIELDING AND FLOW OF SAND UNDER PRINCIPAL STRESS AXES ROTATION
- MODEL FOR THE DEFORMATION OF SAND DURING ROTATION OF PRINCIPAL STRESS DIRECTIONS
- 主応力回転時の砂の流れ則(『土質工学会論文報告集』Vol.31,No.4 (1991年12月発行)掲載論文の概要)
- FLOW THEORY FOR SAND DURING ROTATION OF PRINCIPAL STRESS DIRECTION
- SIMPLE METHOD OF ANALYSIS FOR LIQUEFACTION OF SAND DEPOSITS DURING EARTHQUAKES
- DRAINED DEFORMATION OF SAND UNDER CYCLIC STRESSES REVERSING DIRECTION
- YIELDING OF SAND IN TRIAXIAL COMPRESSION
- LIQUEFACTION-INDUCED GROUND DAMAGE IN DAGUPAN IN THE JULY 16,1990 LUZON EARTHQUAKE
- 離散化解析のための修正入力地震波の作成(『土質工学会論文報告集』Vol. 30,No.2 (1990年6月発行)掲載論文の概要)
- MODIFICATION OF SEISMIC INPUT FOR FULLY DISCRETIZED MODELS
- IN-SITU PORE WATER PRESSURES AND GROUND MOTIONS DURING THE 1987 CHIBA-TOH0-0KI EARTHQUAKE
- SHEAR WORK AND PORE WATER PRESSURE IN UNDRAINED SHEAR
- SHEAR WORK AND PORE WATER PRESSURE IN UNDRAINED SHEAR
- 主応力軸が回転する時の砂の非排水強度
- UNDRAINED STRENGTH OF SAND UNDERGOING CYCLIC ROTATION OF PRINCIPAL STRESS AXES
- SAND RESPONSE TO CYCLIC ROTATION OF PRINCIPAL STRESS DIRECTIONS AS INDUCED BY WAVE LOADS
- 波浪荷重によって生ずる繰返し主応力軸回転て対する砂の応答
- Liquefaction-Induced Flow Slide in the Collapsible Loess Deposit in Soviet Tajik(石原研而他著,本誌Vol.30,No.4,1990年12月掲載)