Active Sustentation of Unstable Steep Slope and Fill Slope for the Retaining Wall Collapse
详细信息
- 责任者：Yang Guangzhong (101 Geological Party ; Guizhou Bureau of Geology and Mineral Exploration and Development ; Kaili 556000 ; China)
- 刊名：Guizhou Geology
- 出版年：2010
- 卷期：27(4)
- 关键词：挡土墙 ; retaining walls ; 滑塌 ; slumping ; 支护 ; tunnel support
- 页码：p.296-301
- 图表：1 illus., 3 refs.
- 分类号：1702
- issnNo：ISSN1000-5943
- isbnNo：CN52-1059/P
摘要
Combined with the geologic disaster of retaining wall collapse, by simple mechanics analyses, it’s thought that it should change the stressed anchor stock and anchor wire into stressed hidden patand, and try to makes it be straight with the slide structural plane, the whole anti-slide engineering project can be more stable by active sustentation, by improve the retaining wall structure, it will be more effective in the prevention of mountain highway, large building high cut side slope, slide potential instable slope and Gaozhen side slope.
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