| 山区斜坡基底高填方边坡支护工程研究 |
| |
| 引用本文： | 侯俊伟.山区斜坡基底高填方边坡支护工程研究[J].路基工程,2021,0(2):211-216. |
| |
| 作者姓名： | 侯俊伟 |
| |
| 作者单位： | 中煤科工集团重庆设计研究院有限公司，重庆 400042 |
| |
| 摘 要： | 依托某山区机场斜坡基底高填方边坡支护工程，运用midas-GTS有限元程序建立数值计算模型，对整体边坡稳定性、差异沉降、支护设计方法等进行研究分析。结果表明:通过优化边坡坡率、增设锚索抗滑桩和提高填筑体施工质量等方法，有效提高边坡整体稳定性，后期监测数据显示边坡整体稳定性良好。
|
| 关 键 词： | 山区斜坡基底 高填方边坡 有限元数值模拟 整体稳定性 支护措施 |
| 收稿时间： | 2020-04-01 |
Research on the Supporting Engineering of High Filling Slope on Mountain Slope Base |
| |
| Abstract: | Taking an engineering of high filling slope on slope base in the mountainous airport as an example, the overall stability, differential settlement, support design method of the slope are studied and analyzed by midas-GTS finite element model. The results show that the slope overall stability is improved effectively by optimizing slope rate, setting anchored slide-resistant pile and increasing the construction quality of filling body. Later monitoring data shows that the slope overall stability is in good condition. |
| |
| Keywords: | |
| 本文献已被 CNKI 等数据库收录！ |
| 点击此处可从《路基工程》浏览原始摘要信息 |
| 点击此处可从《路基工程》下载免费的PDF全文 |
