| 盘西线新海站至大塘站岩溶路基塌陷发育规律及注浆整治 |
| |
| 引用本文： | 何平.盘西线新海站至大塘站岩溶路基塌陷发育规律及注浆整治[J].地质灾害与环境保护,2006,17(2):103-106. |
| |
| 作者姓名： | 何平 |
| |
| 作者单位： | 铁道第二勘察设计院,成都,610031 |
| |
| 摘 要： | 通过对盘西线新海站—大塘站(K 3 500~K 38 493)岩溶路基塌陷病害注浆整治的实例,介绍了该段岩溶路基塌陷发育规律、病害情况、病害的形成机理、注浆整治方法、质量检查方法等内容。
|
| 关 键 词： | 岩溶 路基 塌陷 发育规律 注浆 整治 |
| 文章编号： | 1006-4362（2006）02-0103-04 |
| 收稿时间： | 2006-01-12 |
| 修稿时间： | 2006-01-122006-03-10 |
THE DEVELOPMENT FEATURE AND GROUNTING RENOVATION OF KARST SUBGRADE SUBSIDENCE FROM XINHAI STATION TO DATANG STATION ON PANXI LINE |
| |
| HE Ping.THE DEVELOPMENT FEATURE AND GROUNTING RENOVATION OF KARST SUBGRADE SUBSIDENCE FROM XINHAI STATION TO DATANG STATION ON PANXI LINE[J].Journal of Geological Hazards and Environment Preservation,2006,17(2):103-106. |
| |
| Authors: | HE Ping |
| |
| Abstract: | This paper studied grouting renovation of karst subgrade subsidence from Xinhai station to Datang station on Panxi Line,and introduced the development feature of karst subgrade subsidence,the actual situation of the subsidence,its mechanism,the methods of grouting renovation,and the quality check-up of grouting. |
| |
| Keywords: | Kast subgrade subsidence development feature grouting renovation |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
