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丰满大坝溢流坝段长期渗漏原因探析
引用本文:俞介刚,苏加林,杨成祝.丰满大坝溢流坝段长期渗漏原因探析[J].东北水利水电,2010,28(11):1-4.
作者姓名:俞介刚  苏加林  杨成祝
作者单位:中水东北勘测设计研究有限责任公司,吉林,长春,130021;中水东北勘测设计研究有限责任公司,吉林,长春,130021;中水东北勘测设计研究有限责任公司,吉林,长春,130021
摘    要:丰满大坝渗漏造成坝体混凝土冻融破坏和多次深层冻胀破坏,同时还造成坝体内部溶沟溶槽发育。多年来对溢流坝不断加固治理以及灌浆防渗,但是渗漏仍不能遏止,溢流坝混凝土的破坏速度仍未能减缓。经分析得出:丰满大坝施工期间导流、截流封堵措施不当是造成溢流坝段长期渗漏的主要原因。

关 键 词:施工导截流  渗漏  丰满大坝

Reason discussion of long-term leakage for overflow section of Fengman dam
YU Jie-gang,SU Jia-lin,YANG Cheng-zhu.Reason discussion of long-term leakage for overflow section of Fengman dam[J].Water Resources & Hydropower of Northeast China,2010,28(11):1-4.
Authors:YU Jie-gang  SU Jia-lin  YANG Cheng-zhu
Abstract:The leakage of Fengman dam has been cause the freeze-thaw damage and multiple deep frost heaving damage for the dam concrete and cause the development of water-eroded grike and groove for the internal dam body.The leakage still can not be prevented by the spillway reinforcing treatment and grouting impervious for many years,the damage speed of the spillway concrete still fails to slow down.Based on the analyses,the paper points out the the inappropriate diversion and closure sealing measures during the cons...
Keywords:construction diversion  leakage  Fengman dam  
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