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基于实测地应力的巷道围岩分类
引用本文:陈坤福,靖洪文,韩立军.基于实测地应力的巷道围岩分类[J].采矿与安全工程学报,2007,24(3):349-352.
作者姓名:陈坤福  靖洪文  韩立军
作者单位:中国矿业大学,建筑工程学院,江苏,徐州,221116
基金项目:国家自然科学基金项目(50490273,50674083);教育部科学技术研究重点项目(106085)
摘    要:地应力状态是影响工程稳定性的根本因素之一,也是地下工程设计和施工决策科学化的基础.为了使围岩分类更加科学、合理,根据地应力因素在围岩分类方法中的重要性,提出了包含地应力因素的围岩稳定性判据和应用实测地应力进行围岩分类的方法,并和围岩松动圈分类方法有机结合.结果表明,基于实测地应力的巷道围岩稳定综合分类表科学、简单,依据该表来设计支护参数更为方便、可靠.

关 键 词:地应力  围岩稳定性  判据  围岩分类
文章编号:1673-3363(2007)03-0349-04
收稿时间:2006-06-18
修稿时间:2006年6月18日

Classification of Roadway Surrounding Rocks Based on Field Measured Ground Stress
CHEN Kun-fu,JING Hong-wen,HAN Li-jun.Classification of Roadway Surrounding Rocks Based on Field Measured Ground Stress[J].Journal of Mining and Safety Engineering,2007,24(3):349-352.
Authors:CHEN Kun-fu  JING Hong-wen  HAN Li-jun
Abstract:The ground stress state is one of the basic factors affecting the stability of underground engineering and is also the basis in the design and construction of underground engineering. According to the importance of ground stress in surrounding rock classification, a new method based on the in-situ measured ground stress and on the stability criterion of surrounding rocks was propoed so as to make the classification more scientific and more reasonable. The combination of this new method with the surrounding rock loose circle method makes the classification more scientific, more applicable, and simpler.
Keywords:ground stress  stability of surrounding rocks  stability criterion  classification of surrounding rocks
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