文档介绍：第 23 卷第 16 期岩石力学与工程学报 23(16):2761~2765
2004 年 8 月 Chinese Journal of Rock Mechanics and Engineering Aug.,2004

注浆技术加固滑坡区隧道围岩的分析研究

陈兰云 1 昝月稳 2 王杰 3 杜嘉鸿 4
(1 金华职业技术学院金华 321017) (2 西安交通大学西安 710049)
(3 沈阳建筑工程学院沈阳 110015) (4 东北大学沈阳 110004)

摘要我国中西部铁路扩建复线工程中,由于地质条件限制,不得不穿越滑坡区段,施工新建隧道时易引起隧道
变形与滑坡体变形。采用注浆技术加固隧道围岩后,从注浆理论出发,建立注浆围岩的力学模型并进行数学分析,
同时给出了隧道注浆控制方法和检测结果。
关键词岩土工程,滑坡,隧道,围岩,注浆
分类号 TU 文献标识码 A 文章编号 1000-6915(2004)16-2761-05

REINFORCEMENT OF SURROUNDING ROCKS OF TUNNEL IN
LANDSLIDE AREA WITH GROUTING TECHNOLOGY

Chen Lanyun1,Zan Yuewen2,Wang Jie3,Du Jiahong4
(1Jinhua Professional Technology Institute,Jinhua 321017 China)
(2Xi′an Jiaotong University, Xi′an 710049 China)
(3Shenyang Inst. of Arch. and Civ. Eng., Shenyang 110015 China)
(4Northeast University, Shenyang 110004 China)

Abstract The double railway lines are being constructed in centro-west China. Because of the geography
condition,many tunnels have to go through landslide areas. If the new tunnel is put in the landslide area,collapse
and cave-in will take place during tunneling. More serious es are that the interval between the existing
tunnel and new one is very small,so that it is very easy to cause the existing tunnel in soft rocks to deform and fail.
This case occurs several times in the centro-west railroad of China. Case study of grouting f