| 格构预应力锚杆在山区公路边坡滑坡治理中的应用 |
| |
| 引用本文： | 杨宗儒,李旭平,林云沛.格构预应力锚杆在山区公路边坡滑坡治理中的应用[J].丽水学院学报,2013(5):37-41. |
| |
| 作者姓名： | 杨宗儒 李旭平 林云沛 |
| |
| 作者单位： | [1]丽水学院工学院,浙江丽水323000 [2]浙江省第七地质大队,浙江丽水323000 |
| |
| 基金项目： | 重庆交通大学水利水运工程教育部重点实验室暨国家内河航道整治工程技术研究中心开放基金资助项目（SLK2012803） |
| |
| 摘 要： | 在对某山区公路边坡滑坡体的工程地质特征、成因及稳定性进行深入分析的基础上，提出采用格构预应力锚杆进行滑坡治理的方案，并对预应力锚杆的设计进行探讨。结果表明，利用格构预应力锚杆治理方案加固后的滑坡体的安全系数为1．59，符合规范要求，验证了方案的合理性。
|
| 关 键 词： | 边坡 滑坡 格构梁 预应力锚杆 滑坡治理 |
Using Pre-stressed Anchor Lattice Beams in Road Slope Landslide Control in Mountainous Areas |
| |
| YANG Zongru,LI Xuping,LIN Yunpei.Using Pre-stressed Anchor Lattice Beams in Road Slope Landslide Control in Mountainous Areas[J].Journal of Lishui University,2013(5):37-41. |
| |
| Authors: | YANG Zongru LI Xuping LIN Yunpei |
| |
| Institution: | 1. College of Engineering, Lishui University, Lishui 323000, Zhejiang; 2. The Seventh Geological Group of Zhejiang Provinee, Lishui 323000, Zhejiang) |
| |
| Abstract: | Based on an in-depth analysis of the engineering geological characteristics, the contributing factors the stability of the road slope landslide mass in a certain mountainous area,the present paper proposes a control program with the use of pre-stressed anchor lattice beams. The design of the pre-stressed anchor lattice beams is discussed as well. The result indicates that the safety coefficient of the landslide mass reaches 1.59 after reinforcement with pre-stressed anchor lattice rationality of the program is thus verified beams and can meet the specification requirement. The |
| |
| Keywords: | slop landslide lattice beams pre-stressed anchor landslide control |
| 本文献已被 维普 等数据库收录！ |
