土石交界地质条件下隧道围岩水平变形研究  

Study on Horizontal Deformation of Tunnel Surrounding Rock under Soil and Rock Boundary Geological Conditions

作　　者：孙文君 薛少强 刘斌 宋杨 李斌[3] SUN Wen-jun;XUE Shao-qiang;LIU Bin;SONG Yang;LI Bin(Hebei University of Water Resources and Electric Engineering,061000,Cangzhou,Hebei,China;Hebei University of Technology,300401,Tianjin,China;Tianjin highway Engineering Design Research Institute,300170,Tianjin,China)

机构地区：[1]河北水利电力学院,河北省沧州市061000 [2]河北工业大学土木与交通学院,天津市300401 [3]天津市公路工程设计研究院,天津市300170

出　　处：《河北水利电力学院学报》2019年第3期40-43,共4页Journal of Hebei University Of Water Resources And Electric Engineering

基　　金：河北省省级科技计划自筹经费项目（16275419）;河北省高等学校科学技术研究青年基金项目（QN2019102）;河北省自然基金资助项目（E2018412002）

摘　　要：文中对比分析了不同掘进方向下的隧道围岩水平变形规律以及土石界面倾角对隧道围岩水平变形的影响,结果显示:不同掘进方向下的隧道围岩水平变形规律相近;掌子面处围岩水平变形量随着土石界面倾角的增大而减小,且其减小幅度逐渐增加。该结果将对土石交界地质条件下隧道开挖建设提供重要参考。This paper compares and analyzes the horizontal deformation law of tunnel surrounding rock under different excavation directions and the influence of soil and rock interface inclination angle on the horizontal deformation of tunnel surrounding rock.The results show that the horizontal deformation laws of tunnel surrounding rock under different excavation directions are similar and the horizontal deformation of the surrounding rock at the working face decreases with the increase of the dip angle of the earth-rock interface,and the decreasing amplitude gradually increases.The results of the study will provide important references for tunnel excavation construction under the geological conditions of soil and rock boundary.

关 键 词：隧道 土石交界 掘进方向 围岩变形 

分 类 号：U445.4[建筑科学—桥梁与隧道工程]