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红层软岩隧洞围岩变形破坏机制研究
引用本文:王子忠.红层软岩隧洞围岩变形破坏机制研究[J].地球科学进展,2004(Z1).
作者姓名:王子忠
作者单位:成都理工大学地质灾害防治与环境保护国家专业实验室 四川 成都 6100592 四川省水利水电勘测设计研究院 四川 成都
摘    要:红层软岩的物质组成、化学成分、物理力学性质等方面在国内外已有较系统的研究,但对软岩隧道围岩的变形破坏机理及其治理一直是工程技术人员关心问题。通过对回龙宫隧洞的地质环境分析及有限元数值计算,阐明了红层隧洞围岩的膨胀变形破坏机理,最后提出了在此类围岩中修建水工隧洞的过程中,防止围岩变形破坏的建议。

关 键 词:红层软岩  水工隧洞  围岩变形破坏机制

STUDY ON MECHANICS OF DEFORMATION AND FAILURE OF THE RED- BED SOFT HYDRAULIC TUNNEL'S SURROUNDING ROCK
WANG Zi-Zhong.STUDY ON MECHANICS OF DEFORMATION AND FAILURE OF THE RED- BED SOFT HYDRAULIC TUNNEL''''S SURROUNDING ROCK[J].Advance in Earth Sciences,2004(Z1).
Authors:WANG Zi-Zhong
Institution:WANG Zi-Zhong~
Abstract:The properties of red-bed soft rock have been systemically researched beth domestically and abroad, these properties include the material constitution, chemical ingredient and physical-mechanical property. But engineer and technician pay more attention to the mechanics of deformation and failure as well as the treaunent to such deformation and failure. Based on the geological environment analysis and finite element numerical calculation of the HuiLongGong tunnel,this paper explains the mechanics of deforming failure result from the swelling of the red-bed soft tunnel's surrounding rock. Finally recommendations for preventing deforming failure of such hydraulic tunnel are presented in this paper.
Keywords:Red-bed soft rock  Hydraulic tunnel  Mechanics of deformation and failure of surrounding rock  
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