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。
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.
出处
《杨凌职业技术学院学报》
2003年第1期29-31,共3页
Journal of Yangling Vocational & Technical College
