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鄂西某隧道地应力场回归分析及其对工程稳定性影响
引用本文:周春华,郭喜峰,周黎明,刘元坤.鄂西某隧道地应力场回归分析及其对工程稳定性影响[J].长江科学院院报,2008,25(5).
作者姓名:周春华  郭喜峰  周黎明  刘元坤
作者单位:长江科学院,水利部岩土力学与工程重点实验室,武汉,430010;长江科学院,水利部岩土力学与工程重点实验室,武汉,430010;长江科学院,水利部岩土力学与工程重点实验室,武汉,430010;长江科学院,水利部岩土力学与工程重点实验室,武汉,430010
基金项目:中央级公益性科研院所基本科研业务费专项,水利部岩土力学与工程重点实验室开放基金
摘    要:针对软岩隧道施工中出现的围岩失稳工程难题,结合鄂西某深埋特长隧道的现场地应力测试,通过应用实测数据进行区域应力场回归分析及围岩关键部位变形的数值模拟,综合评价了应力场对该隧道围岩稳定性的影响.结果表明:该隧道测区围岩处于高应力区,且拱顶变形相对较大,围岩稳定性较差.分析结果与现场现象相吻合,说明该方法可行有效,可为隧道施工设计提供参考.

关 键 词:软岩  隧道  地应力  回归  稳定性

Geo-stress Field's Regression Analysis and Its Influence on Engineering Stability of Some Tunnel in Western Hubei Province
ZHOU Chun-hua,GUO Xi-feng,ZHOU Li-ming,LIU Yuan-kun.Geo-stress Field's Regression Analysis and Its Influence on Engineering Stability of Some Tunnel in Western Hubei Province[J].Journal of Yangtze River Scientific Research Institute,2008,25(5).
Authors:ZHOU Chun-hua  GUO Xi-feng  ZHOU Li-ming  LIU Yuan-kun
Affiliation:ZHOU Chun-hua,GUO Xi-feng,ZHOU Li-ming,LIU Yuan-kun(Key Laboratory of Geotechnical Mechanics , Engineering of the Ministry of Water Resources,Yangtze River Scientific Research Institute,Wuhan 430010,China)
Abstract:For the surrounding rock's unstability during the soft rock tunnel excavation,especially in combination with a deep buried and long tunnel in western Hubei Province,the method of regional geo-stress field's regression analysis based on in-situ measured data is employed.The digital simulation of surrounding rock's key displacement field and the comprehensive analysis of stability are both introduced.The result shows that the tunnel's measurement regional rockmass is in high stress field,the displacement of t...
Keywords:soft rock  tunnel  geo-stress  regression  stability  
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