トンネル掘削時の沈下と土圧に関する三次元および二次元モデル実験と解析

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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
• 1997-10-01

著者

• 中井 照夫

  Department Of Systems Management And Engineering Nagoya Institute Of Technology

• 山崎 久義

  Kajima Corporation, Ltd.

• 徐 連民

  Kiso-jiban Consultants Co. Ltd. (nagoya Institute Of Technology)

• 山崎 久義

  Kajima Corporation Ltd.

関連論文

• トンネル掘削時の沈下と土圧に関する三次元および二次元モデル実験と解析
• 3D AND 2D MODEL TESTS AND NUMERICAL ANALYSES OF SETTLEMENTS AND EARTH PRESSURES DUE TO TUNNEL EXCAVATION
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• 3D AND DILATANCY EFFECTS ON SETTLEMENTS AND EARTH PRESSURES OVER LOWERING BASEMENT
• MECHANICAL BEHAVIOR OF PILE FOUNDATIONS SUBJECTED TO CYCLIC LATERAL LOADING UP TO THE ULTIMATE STATE
• 3D EFFECTS ON EARTH PRESSURE AND DISPLACEMENTS DURING TUNNEL EXCAVATIONS
• INFLUENCE OF SURFACE LOADS AND CONSTRUCTION SEQUENCE ON GROUND RESPONSE DUE TO TUNNELLING
• A SIMPLE ELASTOPLASTIC MODEL FOR NORMALLY AND OVER CONSOLIDATED SOILS WITH UNIFIED MATERIAL PARAMETERS
• A NEW MECHANICAL QUANTITY FOR SOILS AND ITS APPLICATION TO ELASTOPLASTIC CONSTITUTIVE MODELS
• NUMERICAL CALCULATIONS OF SOIL RESPONSE OVER A DISPLACING BASEMENT
• AN ISOTROPIC HARDENING ELASTOPLASTIC MODEL FOR SAND CONSIDERING THE STRESS PATH DEPENDENCY IN THREE-DIMENSIONAL STRESSES
• FINITE ELEMENT COMPUTATIONS FOR ACTIVE AND PASSIVE EARTH PRESSURE PROBLEMS OF RETAINING WALL

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