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富溪连拱隧道出口变形倾倒体仰坡治理工程
引用本文:邹正明.富溪连拱隧道出口变形倾倒体仰坡治理工程[J].合肥工业大学学报(自然科学版),2006,29(12):1556-1559.
作者姓名:邹正明
作者单位:合肥工业大学,土木建筑工程学院,安徽,合肥,230009;安徽省交通投资集团有限责任公司,安徽,合肥,230011
摘    要:汤屯高速公路富溪隧道出口仰坡段岩体破碎,工程地质条件复杂,为一大型强风化岩变形倾倒体,在洞口工程刚开始小量刷坡时即发生大面积滑塌现象,若不采取有效工程措施将无法进行隧道施工。针对洞口变形倾倒体的地质条件,采用坡脚反压、仰坡注浆、喷射混凝土及大管棚等措施进行综合治理;现场监测结果分析表明洞口仰坡治理取得了满意的效果。

关 键 词:高速公路  连拱隧道  边坡治理
文章编号:1003-5060(2006)12-1556-04
修稿时间:2005年12月31

Comprehensive treatment of the overlaying slope with toppling deformation at the outlet of the Fuxi twin-arch tunnel
ZOU Zheng-ming.Comprehensive treatment of the overlaying slope with toppling deformation at the outlet of the Fuxi twin-arch tunnel[J].Journal of Hefei University of Technology(Natural Science),2006,29(12):1556-1559.
Authors:ZOU Zheng-ming
Abstract:The rock mass of the overlaying slope at the outlet of the Fuxi tunnel in Tangkou-Tunxi Highway which is fragmental and under complex engineering geologic conditions is a large-scale highly weathered mass with toppling deformation.At the early stage of the outlet project,collapse occurred over large areas as a small amount of excavation work was carried out,so that tunnel construction would not be able to carry on if no effective engineering measures were taken.In view of the geologic conditions of the rock mass,comprehensive treatment measures are adopted,such as exerting counter-pressure at the foot of the slope,grouting the front slope,injecting concrete,and applying big steel-pipe-sheds.In-situ monitoring results indicate that the treatment measures are effective.
Keywords:highway  twin-arch tunnel  slope treatment
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