|
|||||
|
|
| 膨胀性岩质边坡加固方案的数值试验研究 | |
| 引用本文： | 冯旭,张升堂,时银海.膨胀性岩质边坡加固方案的数值试验研究[J].水土保持通报,2006,26(4):76-78. |
| 作者姓名： | 冯旭 张升堂 时银海 |
| 作者单位： | 1. 杨凌职业技术学院,陕西,杨凌,712100 2. 山东科技大学,山东,青岛,266510 3. 千阳县水利局,陕西,千阳,721100 |
| 摘 要： | 膨胀性岩质边坡,由于其复杂性,加固方案不易确定。运用有限元方法对膨胀性岩体边坡的加固措施进行了较全面的数值试验研究,得出了坡顶超载与竖向位移、节理间距与坡顶变形及锚杆对坡顶变形影响的规律。该成果可为膨胀性岩质边坡加固方案的确定提供科学依据。 |
| 关 键 词： | 膨胀性岩质边坡 有限元 锚杆 节理 |
| 文章编号： | 1000-288X(2006)04-0076-03 |
| 收稿时间： | 04 7 2006 12:00AM |
| 修稿时间： | 2006年4月7日 |
Numerical Experiment on Swelling Rock Slope Reinforced With Bolts |
|
| FENG Xu.Numerical Experiment on Swelling Rock Slope Reinforced With Bolts[J].Bulletin of Soil and Water Conservation,2006,26(4):76-78. | |
| Authors: | FENG Xu |
| Institution: | 1.Yangling Vocational and Technical College, Yangling , Shaanxi 712100, China ; 2. Shandong University of Science and Technolog.y, Qingdao, Shandong 266510, China;3. Qiallyang Water Conservancy, Bureau, Qianyang, Shaanxi 721100, China |
| Abstract: | It is difficult to find a reinforced measure for swelling rock slope due to its complex.In the study,Finite Element Method(FEM) was applied to analyze the law of displacement at the top of swelling slope with different joint spaces,bolt spaces and loads.The reinforced measure of swelling rock slope was simulated by FEM.The result can be devoted to find a reinforced measure for swelling rock slope. |
| Keywords: | swelling rock slope finite element method bolt joint |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |
| 点击此处可从《水土保持通报》浏览原始摘要信息 | |
| 点击此处可从《水土保持通报》下载免费的PDF全文 | |