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地下硐室围岩自稳结构及其支护方式
引用本文:王述红,刘斌,刘之洋. 地下硐室围岩自稳结构及其支护方式[J]. 工程设计与建设, 1999, 0(1)
作者姓名:王述红  刘斌  刘之洋
作者单位:东北大学
摘    要:结合南芬铁矿1#驱动站大硐室的工程条件,分析了大型地下硐室自稳结构的形成、特点、自稳结构破坏机理、自稳结构与支护方式的关系等,提出了一种服务年限较长、经济合理的复合支护方式。

关 键 词:自稳结构  支护方式  复合支护

Self stablizing structure of hostrock of underground chamber and its supporting way
Wang Shuhong et al.. Self stablizing structure of hostrock of underground chamber and its supporting way[J]. , 1999, 0(1)
Authors:Wang Shuhong et al.
Affiliation:Wang Shuhong et al.
Abstract:In combination with the engineering conditions of the large chamber in №1 driving station of Nanfen iron mine, the formation, feature of self stablizing structure of underground chamber, the damage mechanism of the self stablizing structure and the relation between self stablizing structure and supporting way etc were analyzed, and a reasonable and economic compound supporting way with a longer service life was proposed.
Keywords:Self stablizing structure Supporting way Compound support  
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