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岩石坝基防渗帷幕设计关键问题探讨
引用本文:刘加龙.岩石坝基防渗帷幕设计关键问题探讨[J].广西水利水电,2014(1):37-39,43.
作者姓名:刘加龙
作者单位:长江勘测规划设计研究有限责任公司,湖北武汉430010
摘    要:从大坝设计规范及水泥灌浆规范的要求出发,分析了岩石坝基防渗帷幕设计标准、防渗效率、帷幕厚度、质量评估等问题,认为帷幕防渗标准或灌后压水检查的合格标准适当放宽存在可行性,提出了帷幕厚度的理论意义大于工程实践意义的观点,并对帷幕灌浆质量评价准则与方法进行了归纳总结。

关 键 词:防渗标准  防渗效率  帷幕厚度  质量评估

Key points of impervious curtain design for rock dam foundation
LIU Jia-long.Key points of impervious curtain design for rock dam foundation[J].Gx Water Resources & Hydropower Engineering,2014(1):37-39,43.
Authors:LIU Jia-long
Affiliation:LIU Jia-long (Changjiang Survey, Planning, Design and Research Co. Ltd., Wuhan 430010, China)
Abstract:Combined with the requirements of design codes for main dam and cement grouting, the author analyzed the design standard, anti-seepage rate, curtain thickness and quality evaluation of impervious curtain for rock dam foundation; agreed that the criterions for seepage control and water pressure test after grouting may be relaxed to certain extent; pointed out that curtain thickness has more theoretical sense than practical engineering meaning; summarized the rules and method for curtain grouting quality evaluation.
Keywords:Seepage control standard  anti-seepage rate  curtain thickness  quality evaluation
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