| 高土边坡锚杆加固的数值分析 |
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| 引用本文： | 李治国,徐向东.高土边坡锚杆加固的数值分析[J].广西水利水电,2008(2):7-10. |
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| 作者姓名： | 李治国 徐向东 |
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| 作者单位： | 1. 长江勘测规划设计研究院,湖北,武汉,430010
2. 新疆生产建设兵团勘测规划设计研究院,新疆,乌鲁木齐,830002 |
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| 摘 要： | 对高土边坡锚杆作用机理进行分析,结合工程实例,分别采用极限平衡法和有限单元法对锚固的高土边坡进行建模计算,通过对计算结果的分析比较,证明锚杆加固高土边坡是有效的,同时也证明了利用有限单元法计算高土边坡稳定性的简易和直观。
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| 关 键 词： | 高土边坡 锚杆 稳定 极限平衡法 有限单元法 |
| 文章编号： | 1003-1510(2008)02-0007-04 |
| 修稿时间： | 2007年3月10日 |
Numerical analysis of anchor rod reinforcement for high earth bank slope |
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| LI Zhi-guo,XU Xiang-dong.Numerical analysis of anchor rod reinforcement for high earth bank slope[J].Gx Water Resources & Hydropower Engineering,2008(2):7-10. |
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| Authors: | LI Zhi-guo XU Xiang-dong |
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| Abstract: | Based on an analysis of the anchoring mechanism of anchorage bar at high earth bank slope,taking actual project as example,models were set up to calculate the anchored high earth bank slope by limit balance method and finite element method respectively.As shown by the comparison conducted between the calculation results,anchor rod is a effective measure for reinforcing the high earth bank slope,and the stability calculation for the high earth bank slope becomes simple and visual with the finite element method. |
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| Keywords: | High earth bank slope anchor rod stability limit balance method finite element method |
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