| 丹水撇洪渠左岸变形边坡稳定计算及评价 |
| |
| 引用本文： | 王羽,伍仪保. 丹水撇洪渠左岸变形边坡稳定计算及评价[J]. 吉林水利, 2011, 0(9): 30-33,37 |
| |
| 作者姓名： | 王羽 伍仪保 |
| |
| 作者单位： | 四川华电木里河水电开发有限公司,四川成都,615000 |
| |
| 摘 要： | 丹水撇洪渠位于长阳土家族自治县,是高坝洲水库区津洋口镇大防护工程的一个组成部分。覆盖层下的强风化岩体中出现了一步发展的趋势,通过分析轻微变形区中的两个剖面确定其相应的滑动面及滑动趋势。
|
| 关 键 词： | 滑动面 安全系数 剩余推力 |
The stability calculation of the defomation slope in th left bank of Danshuipiehong canal and evaluation |
| |
| Wang Yu,Wu Yi-bao. The stability calculation of the defomation slope in th left bank of Danshuipiehong canal and evaluation[J]. Jilin Water Resources, 2011, 0(9): 30-33,37 |
| |
| Authors: | Wang Yu Wu Yi-bao |
| |
| Affiliation: | Wang Yu,Wu Yi-bao |
| |
| Abstract: | Danshuipiehong canal is located in Changyang County of Tujia ethnic group.It is one of significant components of Gaobazhou Reservoir protection project in Jinyangkou town.The weathered rock layer under the overburden has appeared the further development;The sliding surface and trend has been determine by analyzing the two sectiosn in slight deformation zone. |
| |
| Keywords: | sliding surface safety factor residual thrust |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
