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某隧道洞口滑坡地质灾害预警响应分析
引用本文:李沿宗,邹翀,李达.某隧道洞口滑坡地质灾害预警响应分析[J].隧道建设,2015,35(9):873-877.
作者姓名:李沿宗  邹翀  李达
作者单位:(中铁隧道勘测设计研究院, 河南洛阳 471009)
基金项目:973计划(2013CB036000); 隧研合(2013-02)
摘    要:为了减小施工期工程场区滑坡地质灾害对施工生产和人员的威胁,以某隧道洞口滑坡地质灾害为例,根据现场实际情况,初步分析并确定了某隧道洞口滑坡地质灾害的预警判据,得出了滑坡地质灾害主要通过地表变形、抗滑桩顶水平位移、抗滑桩体横向应力以及降雨量来进行综合预警的方法,可为类似工程滑坡地质灾害的预警提供参考。

关 键 词:隧道  洞口  滑坡  地质灾害  预警判据
收稿时间:2015-01-15

Case Study on Early Warning of and Response to Landslide near Tunnel Portal
LI Yanzong,ZOU Chong,LI Da.Case Study on Early Warning of and Response to Landslide near Tunnel Portal[J].Tunnel Construction,2015,35(9):873-877.
Authors:LI Yanzong  ZOU Chong  LI Da
Institution:(Survey, Research and Design Institute of China Railway Tunnel Group Co., Ltd., Luoyang 471009, Henan, China)
Abstract:Landslide may occur near the portal of a tunnel under construction. In the paper, the warning criterion for the landslide near the tunnel portal is determined according to the site conditions, and it is concluded that comprehensive early warning may be made for the landslide mainly according to the ground surface deformation, the horizontal displacement of the top of the anti slide piles, the lateral stress of the anti slide pile body and the rainfall. The paper can provide reference for the early warning of landslide of similar projects.
Keywords:tunnel  portal  landslide  geological disaster  early warning
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