首页 | 本学科首页   官方微博 | 高级检索  
     

土石坝坝面防渗膜中的夹具效应
引用本文:花加凤,束一鸣,张贵科,周维垣. 土石坝坝面防渗膜中的夹具效应[J]. 水利水电科技进展, 2007, 27(2): 66-68
作者姓名:花加凤  束一鸣  张贵科  周维垣
作者单位:河海大学,水利水电工程学院,江苏,南京,210098;河海大学,土木工程学院,江苏,南京,210098;清华大学水力发电工程系,北京 100084
摘    要:对土石坝上游坝面防渗土工膜的夹具效应进行分析,用力学平衡法对膜的受力及与坝体的相对位移进行计算,论证了坝体与岸坡及坝基锚固处的土工膜存在夹具效应的可能性。用FLAC3D软件对整个坝体及坝面上的膜进行仿真数值模拟,结果表明,土石坝坝面防渗膜中确实存在夹具效应,且坝体与岸坡锚固处膜中的夹具效应比坝体与坝基锚固处明显。

关 键 词:土石坝  土工膜  锚固  夹具效应
文章编号:1006-7647(2007)02-0066-03
修稿时间:2005-10-09

Clamping effect in geomembranes used for seepage control of upstream surface of earth-rock dams
HUA Jia-feng,SHU Yi-ming,ZHANG Gui-ke,ZHOU Wei-yuan. Clamping effect in geomembranes used for seepage control of upstream surface of earth-rock dams[J]. Advances in Science and Technology of Water Resources, 2007, 27(2): 66-68
Authors:HUA Jia-feng  SHU Yi-ming  ZHANG Gui-ke  ZHOU Wei-yuan
Abstract:The stress of the geomembranes and their relative displacement with the dam body were calculated by use of the mechanical equilibrium method.It was verified that the clamping effect might occur in the geomembranes at the anchorage places of the dam body with bank slope and dam foundation.Then the software FLAC3D was employed for numerical simulation of geomembranes on the whole dam body and dam surface.The result shows that the clamping effect really exists in the anti-seepage geomembranes on the dam surface,and that the effect is more evident at the anchorage place of the dam body with bank slope than that at the anchorage place of the dam body with dam foundation.
Keywords:earth-rock dam  geomembrane  anchorage  clamping effect
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《水利水电科技进展》浏览原始摘要信息
点击此处可从《水利水电科技进展》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号