| 膜料防渗渠道土保护层边坡稳定的计算方法 |
| |
| 引用本文： | 高玉芳,张展羽.膜料防渗渠道土保护层边坡稳定的计算方法[J].水利科技与经济,2004,10(3):147-149. |
| |
| 作者姓名： | 高玉芳 张展羽 |
| |
| 作者单位： | 河海大学,江苏,南京,210098 |
| |
| 摘 要： | 边坡稳定分析的目的在于判断边坡的稳定性或设计人工边坡。边坡失稳进而产生滑动,有的造成严重的工程事故,因此分析边坡稳定性在工程上具有重要的实用意义,也是工程设计中的一项重要内容。本文给出了膜料防渗渠道土保护层边坡稳定计算的计算条件、计算方法及计算步骤。
|
| 关 键 词： | 膜料 防渗渠道 土保护层 边坡 稳定计算 |
| 文章编号： | 1006-7175(2004)03-0147-03 |
| 修稿时间： | 2003年12月29 |
The calculation method of canal side stability for film anti- seepage with lining canal soil protection layer |
| |
| GAO Yu-fang,ZHANG Zhan-yu.The calculation method of canal side stability for film anti- seepage with lining canal soil protection layer[J].Water Conservancy Science and Technology and Economy,2004,10(3):147-149. |
| |
| Authors: | GAO Yu-fang ZHANG Zhan-yu |
| |
| Abstract: | The aim of stability analysis of canal side is to judge the canal side stability or design artificial canal side.If the canal side loses steady,which may lead to glide and result in serious engineering trouble.So stability analysis of canal side has important and practical meaning and is an important content inengineering design.This artical gives the stability calculation term and method of film anti-seepage with lining canal soil protection layer,and gives the calculation step. |
| |
| Keywords: | film anti-seepage with lining canal soil protection layer canal side stability calculation |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
