首页 | 本学科首页   官方微博 | 高级检索  
     检索      

蔺河口水利枢纽大坝基础帷幕灌浆试验研究
引用本文:朱显鸽,郝红科,赵旭升.蔺河口水利枢纽大坝基础帷幕灌浆试验研究[J].杨凌职业技术学院学报,2003,2(1):29-31.
作者姓名:朱显鸽  郝红科  赵旭升
作者单位:杨凌职业技术学院,陕西,杨凌,712100
摘    要:蔺河口水利枢纽大坝工程处于带有夹板岩条带的变质凝灰岩地区,地质条件复杂,基础渗流量大。针对以上问题,本文重点论述了加固防渗处理措施及采用帷幕灌浆防渗处理方案。实验研究证明,采用该方案切实可行。

关 键 词:蔺河口  水利枢纽  大坝  基础  试验研究  帷幕灌浆  防渗处理  水泥  施工工艺
文章编号:1671-9131(2003)01-0029-03

Experimental Research on Dam Bedrock Purdah Grouting in Linhekou Hydro-junction
ZHU Xian-ge,HAO Hong-ke,ZHAO Xu-sheng.Experimental Research on Dam Bedrock Purdah Grouting in Linhekou Hydro-junction[J].Journal of Yangling Vocational & Technical College,2003,2(1):29-31.
Authors:ZHU Xian-ge  HAO Hong-ke  ZHAO Xu-sheng
Abstract:Dam in Linhekou hydro-junction located in the zone which had turned tuff containing splint rock,with complex geological condition and big seepage in bedrock. To solne these problems, this article mainly discussed the and protocal of reinforcing and preventing against seep.and the aboption of purdah grouting. Experiment proned that the protocol is praltocal and feasible.
Keywords:hydro-junction  seep prevention  purdah grouting  experiment  
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