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圆梁山隧道高压富水区充填型溶洞注浆技术
引用本文:邹翀,张民庆,李治国.圆梁山隧道高压富水区充填型溶洞注浆技术[J].铁道标准设计通讯,2005(1):17-19.
作者姓名:邹翀  张民庆  李治国
作者单位:中铁隧道集团科研所 河南洛阳471009 (邹翀,张民庆),中铁隧道集团科研所 河南洛阳471009(李治国)
摘    要:介绍圆梁山隧道平导高压富水区充填型溶洞的注浆和超前支护方案、注浆材料及注浆工艺 ,并针对注浆效果评定标准进行探讨

关 键 词:铁路隧道  高压富水区  充填型溶洞  注浆
文章编号:1004-2954(2005)01-0017-03
修稿时间:2004年5月10日

Grouting Technology for a Filling-type Karst Cave in High-pressured Water Abundant Zone in Yuanliangshan Tunnel
Zou Chong,Zhang Minqing,Li Zhiguo Science Research Institute of China Railway Tunnel Group,LuoYang.Grouting Technology for a Filling-type Karst Cave in High-pressured Water Abundant Zone in Yuanliangshan Tunnel[J].Railway Standard Design,2005(1):17-19.
Authors:Zou Chong  Zhang Minqing  Li Zhiguo Science Research Institute of China Railway Tunnel Group  LuoYang
Institution:Zou Chong,Zhang Minqing,Li Zhiguo Science Research Institute of China Railway Tunnel Group,LuoYang 471009
Abstract:This article describes the grouting and advance support schemes,grouting materials and grouting technology for a filling-type Karst cave in high-pressured water abundant zone in the parallel drift of Yuanliangshan tunnel and makes some discussions into the grouting effect evaluation criteria.
Keywords:railway tunnel  high-pressured water abundant zone  filling-type Karst cave  grouting
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