Centrifuge Model Test and FEM Analysis of Dynamic Interactive Behavior between Embankments and Installed Culverts in Multiarch Culvert Embankments
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[1] Shunsuke Otani,et al. Model for Inelastic Biaxial Bending of Concrete Members , 1984 .
[2] T. Nakai,et al. A Simple Elastoplastic Model for Normally and Over Consolidated Soils with Unified Material Parameters , 2004 .
[3] Feng Zhang,et al. NUMERICAL PREDICTION OF THE DYNAMIC BEHAVIORS OF AN RC GROUP-PILE FOUNDATION , 2002 .
[4] Spg Madabhushi,et al. Evaluation of Shear Modulus and Damping in Dynamic Centrifuge Tests , 2005 .
[5] Ying Cui,et al. Analytical Study on the Control of Ground Subsidence Arising from the Phenomenon of Accompanied Settlement Using Foot Reinforcement Side Pile , 2010 .
[6] Makoto Kimura,et al. Dynamic stability of multi-arch culvert tunnel using 3-D FEM , 2006 .
[7] Peter M. Byrne,et al. Seismic Analysis of Large Buried Culvert Structures , 1996 .
[8] Feng Zhang,et al. Soil-water coupling finite element analysis on seismic enhancement effect of group-pile foundation with ground improvement , 2010 .
[9] John H WOOD,et al. SEISMIC ANALYSIS OF BURIED ARCH STRUCTURES , 1999 .
[10] Atsushi Yashima,et al. EXPERIMENT AND NUMERICAL SIMULATION OF REPEATED LIQUEFACTION-CONSOLIDATION OF SAND , 2007 .
[11] Makoto Kimura,et al. EVALUATION OF LONG-TERM DISPLACEMENTS OF PILE FOUNDATION USING COUPLED FEM AND CENTRIFUGE MODEL TEST , 2009 .
[12] Feng Zhang,et al. SEISMIC EVALUATIONS OF PILE FOUNDATIONS WITH THREE DIFFERENT METHODS BASED ON THREE-DIMENSIONAL ELASTO-PLASTIC FINITE ELEMENT ANALYSIS , 2000 .
[13] Daniel N. Farhey,et al. Performance Assessment of a Precast-Concrete, Buried, Small Arch Bridge , 2006 .
[14] F. Zhang,et al. Numerical analysis on the influence of thickness of liquefiable soil on seismic response of underground structure , 2010 .
[15] 木村 亮. Seismic evaluations of pile foundations with three different methods based on three-dimensional elasto-plastic finite element analysis. , 2000 .