乌江渡水电站岩溶地区高压灌浆施工特殊情况的处理
投稿时间:2004-07-21  修订日期:2004-07-21  点此下载全文
引用本文:马新,陈宝义,刘三虎.乌江渡水电站岩溶地区高压灌浆施工特殊情况的处理[J].钻探工程,2005,32(1):13-15,17.
MA Xin,CHEN Bao-yi,LIU San-hu. Disposal Method for Special Condition in High Pressure Grouting Engineering at Karst Area[J]. Drilling Engineering, 2005,32(1):13-15,17.
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作者单位E-mail
马新 吉林大学建设工程学院 jdmaxin2003@163.com 
陈宝义 吉林大学建设工程学院  
刘三虎 北京振冲工程股份有限公司  
中文摘要:乌江渡水电站扩机地下厂房防渗帷幕工程身处岩溶发育地区,工程地质条件复杂,地质构造以层间错动断层为主,并有部分陡倾角断层发育,岩层受构造挤压强烈,断层、节理、破碎带发育;水平岩溶、垂直岩溶发育。以此工程为例介绍了高压灌浆施工工艺,阐述了岩溶地区高压灌浆过程中出现的特殊问题并提出了处理措施。
中文关键词:乌江渡水电站  岩溶地区  高压灌浆  防渗帷幕
 
Disposal Method for Special Condition in High Pressure Grouting Engineering at Karst Area
Abstract:The anti-seepage curtain engineering for expansion of underground building of Wujiangdu generating set is situated at the place where Karst is well development, which reflects the complex engineering geology conditions. Furthermore, the geological structure mainly consists of deflected faultage within strata, accompanied with some matrue vertical obliquity faultages, intensively extruded rock strata, mature faultages, joints, and fragmentation, mature horizontal Karst and vertical Karst. This paper takes this engineering as an example to introduce the process of high-pressure-grouting, and elaborates some special problems in high-pressure-grouting and puts forward disposal methods.
keywords:Wujiangdu hydroelectric station  Karst area  high pressure grouting  anti-seepage curtain
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