节点文献
弹塑性大位移有限元方法在软岩隧道变形预估系统研究中的应用
APPLICATION OF ELASTO-PLASTIC LARGE DISPLACEMENT FINITE ELEMENT METHOD TO THE STUDY OF DEFORMATION PREDICTION OF SOFT ROCK TUNNEL
【摘要】 应用弹塑性小应变大变形理论,运用三维有限元方法研究了台湾软岩隧道在高地应力和围岩岩体力学参数较低的情况下,围岩变形、受力及破坏状态与开挖方式和支护方案的关系,得到了一些有益的结论,为该地区隧道合理施工提供了依据。
【Abstract】 The relationships among deformation,stress and damaged state of surrounding rock mass of soft rock tunnel,excavation methods and supporting schemes are studied under the conditions of high geostress and low mechanical parameters of rock mass based on small strain-large deformation theory and 3D FEM. Some useful results are obtained and can be used as theoretic basis for the reasonable construction of tunnel in special area.
【关键词】 小应变大变形;
开挖方式;
支护方案;
隧道;
【Key words】 small strain-large deformation; excavation method; supporting scheme; tunnel;
【Key words】 small strain-large deformation; excavation method; supporting scheme; tunnel;
【基金】 国家自然科学基金重点基金(59939190);面上基金(50004007)资助项目。
- 【文献出处】 岩石力学与工程学报 ,Chinese Journal of Rock Mechanics and Engineering , 编辑部邮箱 ,2002年04期
- 【分类号】TD325
- 【被引频次】240
- 【下载频次】1230