位置：成果数据库 > 会议 > 会议详情页
Analyzing the Excavation of Fluid-solid Coupling Foundation Pit Based on 3D Numerical Simulation and
  • 所属机构名称：大连海事大学
  • 会议名称：2011 International Conference on Engineering Materials, Energy
  • 时间：2010.12.12
  • 成果类型：会议
  • 相关项目：高水压海床基岩开挖MHC耦合机理试验和模型研究
作者： 姜谙男|王军祥|
同会议论文项目
高水压海床基岩开挖MHC耦合机理试验和模型研究
期刊论文 29 会议论文 16 获奖 4 专利 5 著作 1
同项目会议论文
Studying the Rock Seepage Parameters Identification Method Based on Finite Element Method and Differ
Study and Apply the Visualization Intelligent Feedback Analysis System of Tunnel Construction
Three Dimensional Numerical Simulation of Rock Core Discing Based on Strain Soft Model
Back - Analysis of Mechanics Parameters of tunnel Based on Particle Swarm Optimization and Numerical
The Improved PSO Arithmetic for Identifying Ground Stress Based on Rock Core Discing Observation,
Test and numerical simulation study of limestone crack seepage-stress coupling with seepage pressure
Pre-grouting Treatment And Flow Numerical Simulation For The Landslide Area of Dalian Metro
Numerical Simulation for Large Section Tunnel Based on Stress Mapping Return Arithmetic and Loading
The fully implicit closest point projection method of the non-associative isotropic hardening Drucke
Three-dimensional numerical experiment of bearing capacity of road foundation with tunnel based on s
Three dimensional elastic-plastic numerical simulation of tunnel excavation sequence of dalian speed
Study on Limestone Uniaxial Compression Creep Test With Chemistry –Mechanics Coupling Action
Studying the Two Fields Coupling Mechanism and Its Treating Means of Tunnel Unstability of Coastal C
Strain Soft Numerical Simulation for Destroy Process of Subsea Rock with High Ground Stress and Hydr
基于差异进化的地铁隧道围岩渗透系数三维数值反分析