首页 | 本学科首页   官方微博 | 高级检索  
     

圆梁山隧道深埋充填粉质粘性土溶洞注浆加固技术
引用本文:张民庆. 圆梁山隧道深埋充填粉质粘性土溶洞注浆加固技术[J]. 铁道工程学报, 2004, 0(1): 99-104
作者姓名:张民庆
作者单位:中铁隧道集团科研所,河南,洛阳,471009
摘    要:本文较详细地介绍了渝怀铁路圆梁山隧道毛坝向斜高压富水区DK354 255~ 280深埋充填粉质粘性土溶洞的注浆加固技术及其具体施工工艺过程,有效地降低了隧道工程中发生串浆的频率,能确保注浆加固效果,是一种值得推广的方法。

关 键 词:圆梁山隧道 深埋充填型溶洞 粉质粘性土 注浆加固 渝怀铁路 注浆设计 注浆材料 钻孔注浆 注浆管材
文章编号:1006-2106(2004)01-0099-06

STRENGTHENING TECHNIQUE BY GROUTING WITH FILLING SILTY CLAY FOR DEEP BURYING KARST CAVE IN YUANLIANG MOUNTAIN TUNNEL
ZHANG Min-qing Scientific and Technical Research Institute of Chinese Railway Tunnel Bureau Group. STRENGTHENING TECHNIQUE BY GROUTING WITH FILLING SILTY CLAY FOR DEEP BURYING KARST CAVE IN YUANLIANG MOUNTAIN TUNNEL[J]. Journal of Railway Engineering Society, 2004, 0(1): 99-104
Authors:ZHANG Min-qing Scientific and Technical Research Institute of Chinese Railway Tunnel Bureau Group
Affiliation:ZHANG Min-qing Scientific and Technical Research Institute of Chinese Railway Tunnel Bureau Group
Abstract:This paper describes the strengthening technique by grouting and concrete construction process for deep burying karst cave with filling silty clay of Yuanliang Mountain Tunnel on Chongqing-Huaihua,The frequency of crossgrout occurring in tunnel construction can be reduced and the strengthening feeect by grouting can be ensured by adapting this technique.The technique is worth being widely adopted.
Keywords:deep burying and filling karst cave  silty clay  strengthening by grouting  
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号