水力发电2024，Vol.50Issue(1)：15-19,61,6.
岩土复合地层双孔隧道开挖对地表沉降的影响
Influence of Double-hole Tunnel Excavation on Ground Settlement in Geotechnical Composite Stratum
摘要
Abstract
In order to study the influence of double-hole parallel tunnel excavation on ground settlement in geotechnical composite strata a calculation method based on complex variable function theory and stochastic medium theory is proposed and the influences of different tunnel excavation radius tunnel spacing and main influence angle of soil layer on ground settlement are discussed.The results show that a the calculation results considering geotechnical stratification are more consistent with the finite element results than those without stratification b with the increase of tunnel excavation radius the ground settlement increases c with the increase of tunnel spacing the maximum settlement value of ground decreases and the shape of settlement curve changes and d with the increase of main influence angle of soil layer the maximum ground settlement value increases and the width of ground settlement trough decreases.关键词
地表沉降/岩土复合地层/双孔隧道/开挖/影响/复变函数理论/随机介质理论Key words
ground settlement/geotechnical composite stratum/double-hole tunnel/excavation/influence/complex function theory/stochastic medium theory分类
交通工程引用本文复制引用
黄戡,黄先强,杨海涛..岩土复合地层双孔隧道开挖对地表沉降的影响[J].水力发电,2024,50(1):15-19,61,6.基金项目
国家重点研发计划(2022YFC3800905) （2022YFC3800905）
国家自然科学基金资助项目(52078060) （52078060）
长沙理工大学"双一流"科学研究国际合作拓展项目(2018IC19) （2018IC19）
