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深埋式中心水沟排水隧道渗流场解析研究 预览

Analytical study of seepage field of deep-buried central ditch drainage tunnel
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摘要 以镜像法和渗流力学理论为基础,推导半无限平面内深埋式中心水沟排水隧道渗流场及涌水量的解析解.依托深埋式中心水沟排水隧道工程实例,应用FLAC3D有限差分软件建立数值模型,从隧道涌水量、衬砌水压力两方面验证所得解析解的正确性,探究隧道水下埋深、围岩渗透性对衬砌水压力的影响规律.研究结果表明,深埋式中心水沟涌水量大、有效排导能力强,是隧道排水体系的主要排水路径,也是控制隧底水压力的关键;即使在隧道水下埋深较大或围岩渗透性较好的情况下,深埋式中心水沟排水方式仍可以有效降低衬砌水压力,控制隧底水压力,减少因隧底水压力过大导致的病害的发生. The analytical solution of seepage field and water inflow of tunnel with deep-buried ditch drainage hole in semi-infinite plane was deduced with the method of images and percolation mechanics theory.A numerical model was established by using FLAC3D software based on the engineering example of deep-buried central ditch drainage tunnel.The correctness of the analytical solution was verified from the aspects of tunnel water inflow and lining water pressure.And the influence of the underwater depth of the tunnel and the permeability of the surrounding rock on the water pressure of the lining was further explored.Results showed that deep-buried central ditch was the main drainage path of tunnel drainage system with large discharge and strong effective drainage capacity,and it was also the key to controlling the tunnel bottom water pressure;even if the tunnel was buried deep under water or the surrounding rock permeability was good,the deep-buried central ditch drainage method can effectively reduce the lining water pressure,and control the tunnel bottom water pressure,which can reduce the occurrence of diseases caused by excessive water pressure at the tunnel bottom.
作者 李林毅 阳军生 张峥 麻彦娜 张聪 包德勇 LI Lin-yi;YANG Jun-sheng;ZHANG Zheng;MA Yan-na;ZHANG Cong;BAO De-yong(School of Civil Engineering,Central South University,Changsha 410075,China;China Railway Siyuan Survey and Design Group Co.Ltd,Wuhan 430063,China)
出处 《浙江大学学报:工学版》 CSCD 北大核心 2018年第11期2050-2057,共8页 Journal of Zhejiang University(Engineering Science)
基金 国家重点研发计划资助项目(2016YFC0802500) 中南大学中央高校基本科研业务费专项资金资助项目(2018zzts631).
关键词 深埋式中心水沟 镜像法 渗流力学 渗流场解析 隧道涌水量解析 deep-buried ditch method of images percolation mechanics analytical study of seepage field analysis of water inflow in tunnel
作者简介 李林毅(1994—),男,博士生,从事隧道工程研究.orcid.org/0000-0002-3920-1622.E-mail:tunnel_lly@csu.edu.cn;通信联系人:阳军生,男,教授.E-mail:jsyang@csu.edu.cn。
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