期刊文献+

Geological conditions and key rock mechanics issues in the Western Route of South-to-North Water Transfer Project 被引量:2

Geological conditions and key rock mechanics issues in the Western Route of South-to-North Water Transfer Project
下载PDF
导出
摘要 In terms of special geological conditions of the Western Route of South-to-North Water Transfer Project, the classification method for surrounding rocks is discussed by combining with the construction method of tunnel boring machine (TBM). The classification standard of surrounding rocks is put forward on the basis of physical simulations and engineering practices. Damage, deformation and evolution of surrounding rocks induced by TBM excavation are discussed. Meanwhile, the long-term deformation mechanisms and stability of surrounding rocks are also studied. On this basis, a three-dimensional constitutive model for interbedded sandstone slate and a fiat shell-joint element-foundation system for calculating internal forces of segment lining are established. The deformation features of surrounding rocks of deep and steep interbedded sandstone slate and their influences on internal forces of segment lining are presented. Finally, the design methods of segment lining constructed in deep and steep flysch are proposed. In terms of special geological conditions of the Western Route of South-to-North Water Transfer Project, the classification method for surrounding rocks is discussed by combining with the construction method of tunnel boring machine (TBM). The classification standard of surrounding rocks is put forward on the basis of physical simulations and engineering practices. Damage, deformation and evolution of surrounding rocks induced by TBM excavation are discussed. Meanwhile, the long-term deformation mechanisms and stability of surrounding rocks are also studied. On this basis, a three-dimensional constitutive model for interbedded sandstone slate and a fiat shell-joint element-foundation system for calculating internal forces of segment lining are established. The deformation features of surrounding rocks of deep and steep interbedded sandstone slate and their influences on internal forces of segment lining are presented. Finally, the design methods of segment lining constructed in deep and steep flysch are proposed.
作者 XuechaoWang
出处 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE 2011年第3期234-243,共10页 岩石力学与岩土工程学报(英文版)
基金 Supported by the National Key Technology R&D Program in the 11th Five-year Plan of China (2006BAB04A06)
关键词 the Western Route of South-to-North Water Transfer Project rock mechanics issues classification of surrounding rocks stability of surrounding rocks excavation-induced damage lining design the Western Route of South-to-North Water Transfer Project rock mechanics issues classification of surrounding rocks stability of surrounding rocks excavation-induced damage lining design
  • 相关文献

参考文献22

二级参考文献247

共引文献523

同被引文献32

引证文献2

二级引证文献33

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部