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房山水库土坝多头小直径水泥土防渗墙加固效果评价
引用本文:庄德利,王 宁,沈振中,聂柏松.房山水库土坝多头小直径水泥土防渗墙加固效果评价[J].水电能源科学,2014,32(4):125-128.
作者姓名:庄德利  王 宁  沈振中  聂柏松
作者单位:东海县水务局, 江苏 连云港 222300;河海大学 水文水资源与水利工程科学国家重点实验室, 江苏 南京 210098;河海大学 水文水资源与水利工程科学国家重点实验室, 江苏 南京 210098; 河海大学 水利水电学院, 江苏 南京 210098;河海大学 水文水资源与水利工程科学国家重点实验室, 江苏 南京 210098
基金项目:江苏省水利科技项目(2012071)
摘    要:为评价多头小直径水泥土防渗墙的防渗效果,以房山水库土坝加固为例,采用有限元法计算分析加固前后坝体渗流特性。结果表明,以多头小直径水泥土防渗墙为主要防渗措施建立的防渗体系效果良好,可明显改善坝体和坝基的渗流性态,加固后大坝各料区渗透坡降和渗透流量均明显减小,均能满足《碾压式土石坝设计规范》的要求,且该方法施工质量可靠、造价低,可广泛推广应用于土坝防渗加固。

关 键 词:土石坝    多头小直径    水泥土防渗墙    防渗加固    效果评价

Reinforcement Effect Evaluation for Porous Small Diameter Soil cement Anti seepage Wall of Fangshan Reservoir Earth rockfill Dam
ZHUANG Deli,WANG Ning,SHEN Zhenzhong and NIE Baisong.Reinforcement Effect Evaluation for Porous Small Diameter Soil cement Anti seepage Wall of Fangshan Reservoir Earth rockfill Dam[J].International Journal Hydroelectric Energy,2014,32(4):125-128.
Authors:ZHUANG Deli  WANG Ning  SHEN Zhenzhong and NIE Baisong
Abstract:Taking Fangshan reservoir earth rockfill dam for an example, porous small diameter soil cement anti seepage wall is adopted to evaluate the effect of seepage prevention. Finite element method is used to analyze the characteristics of the dam seepage before and after the reinforcement. The results show that the effect of the anti seepage system with porous small diameter soil cement anti seepage wall is good and the seepage condition of the dam body and foundation is demonstrably improved. After the reinforcement, the seepage slope of each partition and seepage discharge significantly reduced. The construction quality of this reinforcement approach is reliable and economical, which can be widely applied in earth rockfill dam reinforcement.
Keywords:earth rockfill dam  multi head small diameter  soil cement cut off wall  seepage prevention reinforcement  effect evaluation
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