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富水砂层大跨度平顶浅埋暗挖隧道施工技术
引用本文:李迎春.富水砂层大跨度平顶浅埋暗挖隧道施工技术[J].国防交通工程与技术,2007,5(4):61-63.
作者姓名:李迎春
作者单位:中铁十三局集团有限公司,吉林,长春,130000
摘    要:结合深圳滨海大道过街隧道的施工实践,分析了隧道所处的工程地质和水文地质情况,详细介绍了隧道穿越富水砂层的施工技术。根据隧道的断面尺寸、走向、埋深以及隧道围岩状况,周边环境条件和地面交通要求等情况采取超前排水、立体注浆封堵、增强初衬支护强度和刚度等措施,使隧道顺利贯通。

关 键 词:隧道施工  富水砂层  浅埋暗挖  小导管加密注浆  超前洞内排水  初期支护加强
文章编号:1672-3953(2007)04-0061-03
收稿时间:2007-05-15
修稿时间:2007年5月15日

Construction Technology for Long-span, Flat-top Shallow Tunnels in Water-rich Sand Stratum
LI Ying-chun.Construction Technology for Long-span, Flat-top Shallow Tunnels in Water-rich Sand Stratum[J].Traffic Engineering and Technology for National Defence,2007,5(4):61-63.
Authors:LI Ying-chun
Abstract:With the construction of the Through-street Tunnel under the Binhai Avenue as a practical example,this article describes the construction technology for tunnels crossing water-rich sand stratum.The geological and hydrological conditions of the tunnel project are first analyzed in the paper,with the construction techniques adopted for the construction of tunnels crossing water-rich sand stratum detailed.With the cross dimensions,trend,embedded depth,surrounding rock,as well as the surrounding environmental conditions,and traffic situation of the tunnel taken into account,such techniques as advanced draining,cubic slip-casting-blocking,strengthening the initial supporting and improving its stiffness are adopted to ensure the smooth progress of the construction of the tunnel.
Keywords:tunnel construction  water-rich sand stratum  shallow-embedding and under-cutting  ductile bridging injecting  advanced hole draining  preliminary strengthening bracing
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