NON-LINEAR SOIL MODEL WITH VARIOUS STRAIN LEVELS AND ITS APPLICATION TO AXISYMMETRIC EXCAVATION PROBLEM
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概要
- 論文の詳細を見る
- 社団法人地盤工学会の論文
- 2001-08-15
著者
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龍岡 文夫
Professor, Faculty of Engineering, University of Tokyo.
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後藤 聡
Associate Professor Department Of Civil And Environmental Engineering Yamanashi University Kofu 400-
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B.BURLAND JOHN
Professor, Department of Civil Engineering, Imperial College, London, UK.
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B.burland John
Professor Department Of Civil Engineering Imperial College London Uk.
関連論文
- CONSTANT PRESSURE AND CONSTANT VOLUME DIRECT SHEAR TESTS ON REINFORCED SAND
- PRELOADED AND PRESTRESSED REINFORCED SOIL
- MODEL TESTS AND FEM SIMULATION OF SOME FACTORS AFFECTING THE BEARING CAPACITY OF A FOOTING ON SAND
- NUMERICAL SIMULATION OF BEARING CAPACITY CHARACTERISTICS OF STRIP FOOTING ON SAND
- PLANE STRAIN COMPRESSION BEHAVIOUR OF GEOGRID-REINFORCED SAND AND ITS NUMERICAL ANALYSIS
- QUALITY OF THE LUBRICATION LAYER USED IN ELEMENT TESTS ON GRANULAR MATERIALS
- 粒状体の要素試験におけ端面摩擦軽減層の性質(『土質工学会論文報告集』Vol.33,No.2 (1993年6月発行)掲載論文の概要)
- QUALITY OF THE LUBRICATION LAYER USED IN ELEMENT TESTS ON GRANULAR MATERIALS
- NON-LINEAR SOIL MODEL WITH VARIOUS STRAIN LEVELS AND ITS APPLICATION TO AXISYMMETRIC EXCAVATION PROBLEM
- 広範囲なひずみ領域に適用できる土の非線形モデルと軸対称掘削問題への適用(『地盤工学会論文報告集』Vol.39,No.4 (1999年8月発行)掲載論文の概要)
- NON-LINEAR SOIL MODEL WITH VARIOUS STRAIN LEVELS AND ITS APPLICATION TO AXISYMMETRIC EXCAVATION PROBLEM
- 砂と礫の室内せん断試験における端面摩擦の軽減
- 実験室で使用する簡単な局所的ひずみ測定装置(『土質工学会論文報告集』Vol.31,No.1 (1991年3月発行)掲載論文の概要)
- A SIMPLE GAUGE FOR LOCAL SMALL STRAIN MEASUREMENTS IN THE LABORATORY
- 研究速報 : 礫の微小ひずみレベルでの変形特性1 : 実験システムの開発
- 低圧における砂の強度変形特性に及ぼす諸要因の影響
- EFFECTS OF SOME FACTORS ON STRENGTH AND DEFORMATION CHARACTERISTICS OF SNAD AT LOW PRESSURES
- EVALUATION OF TIME-DEPENDENT DEFORMATION PROPERTIES OF SEDIMENTARY SOFT ROCK AND THEIR CONSTITUTIVE MODELING
- 広範囲なひずみ領域に適用できる土の非線形モデルと平面ひずみ軸対称掘削への適用
- STRESS-STRAIN BEHAVIOR OF SAND IN PLANE STRAIN COMPRESSION, EXTENSION AND CYCLIC LOADING TESTS
- 書籍「関東の地盤」のこれまでとこれから(関東支部特集号)