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软岩大跨小间距双洞隧道洞口处理技术
引用本文:黄新社,曹正喜.软岩大跨小间距双洞隧道洞口处理技术[J].隧道建设,2007,27(3):79-83.
作者姓名:黄新社  曹正喜
作者单位:1. 中铁隧道集团杭州分公司,杭州,310030
2. 中铁隧道集团科研所,河南,洛阳,471009
摘    要:沈应线隧道工程位于较为繁华的舟山沈家门城区,长1230m,其南北出入口地质很差,多为全-强风化岩层的黏性土夹砾石,围岩稳定性差,介绍了对该工程的洞口段所进行的小导管、大管棚预支护与注浆加固处理技术。

关 键 词:大跨小间距双洞隧道软弱围岩洞口大管棚
收稿时间:2007-05-10
修稿时间:2007-05-10

Treatment Technology for Portal Section of Twin-tube Soft Ground Tunnel with Large-span and Small-spacing
HUANG Xin-she,CAO Zheng-xi.Treatment Technology for Portal Section of Twin-tube Soft Ground Tunnel with Large-span and Small-spacing[J].Tunnel Construction,2007,27(3):79-83.
Authors:HUANG Xin-she  CAO Zheng-xi
Institution:1. Hangzhou Branch of China Railway Tunnel Group Co. , Ltd. , Hangzhou 310030, China; 2. Scientific Research Institute of China Railway Tunnel Group Co. , Ltd. , Luoyang 471009, Henan, China
Abstract:Shenyingxian tunnel, which is located in Shenjiamen urban area in Zhoushan city, is 1 230 m long. The north and south portal sections of Shenyingxian tunnel are located in fully-weathered to heavily-weathered cohesive soil ground containing gravels. The treatment of the portal sections of Shenyingxian tunnel, including small duct reinforcement, umbrella arch reinforcement and grouting reinforcement, is presented in the paper.
Keywords:twin-tube tunnel with large-span and small spacing  soft ground  portal section  umbrella arch
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