节点文献

堤坝后深基坑降水的数值分析

Numerical Analysis on Dewatering with Deep Foundation Pit behind Dam

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 张磊磊洪家宝陈镠芬

【Author】 ZHANG Lei-lei1,HONG Jia-bao2,CHEN Liu-fen2(1.China Nuclear Industry Huaxing Construction Co.,Ltd.,Yizhen,Jiangsu 211900,China;2.College of Architectural Science and Engineering,Yangzhou University,Yangzhou,Jiangsu 225009,China)

【机构】 中国核工业华兴建设有限公司扬州大学建筑科学与工程学院

【摘要】 在靠近堤坝处采用深基坑降水,由于降水的影响范围较大,将会对堤坝产生影响,使堤坝内部的水位发生变化,如果水位降幅过大则堤坝会发生过大的沉降,从而可能使堤坝发生危险。采用ADI-NA软件对某一江堤边的深基坑降水,在不同工况下进行数值分析,认为在堤坝后进行深基坑降水时,堤坝内水位降幅较大,需要采取诸如回灌、设置地下连续墙等措施来确保堤坝的安全。

【Abstract】 Dewatering with the deep foundation pit near a dam has a large area of influence and could change the seepage line of the dam.If the falling range of water level is too large,the settlement could be oversize and the dam could be at risk.ADINA software is used to simulate dewatering in a deep foundation pit at several different working conditions.And corresponding results show that the deep foundation pit dewatering behind the dam could vastly debase the water level and must take measures such as recharging,setting up underground continous walls and so on for the sake of the dam safety.

【关键词】 深基坑降水数值分析
【Key words】 deep foundation pitdewateringnumerical analysis
  • 【文献出处】 水利与建筑工程学报 ,Journal of Water Resources and Architectural Engineering , 编辑部邮箱 ,2008年04期
  • 【分类号】TV223
  • 【被引频次】2
  • 【下载频次】96
节点文献中: 

本文链接的文献网络图示:

本文的引文网络