| 福建省泉三高速公路K199+490-K199+550滑坡稳定性分析与治理 |
| |
| 引用本文： | 王永生. 福建省泉三高速公路K199+490-K199+550滑坡稳定性分析与治理[J]. 福建建筑, 2010, 0(7): 103-105 |
| |
| 作者姓名： | 王永生 |
| |
| 作者单位： | 福建省水文地质工程地质勘察研究院,363000 |
| |
| 摘 要： | 滑坡是公路的一种常见的地质灾害。认识其原因,并针对性的进行滑坡的防治对公路的正常使用很重要。本文以泉三高速公路某滑坡为研究对象,在对其影响因素进行分析的基础上,研究其形成机制;采用折线滑动法计算该岩质滑坡的稳定性,该滑坡处于不稳定状态,并采用了削方减载、抗滑桩、挡墙、坡面防护及截排水等综合治理措施。
|
| 关 键 词： | 滑坡 成因机制 稳定性评价 治理措施 |
Stability and treatment analysis of Quan San highway landslide at K199+490-K199+550 part in Fujian province |
| |
| Wang Yongsheng. Stability and treatment analysis of Quan San highway landslide at K199+490-K199+550 part in Fujian province[J]. Fujian Architecture & Construction, 2010, 0(7): 103-105 |
| |
| Authors: | Wang Yongsheng |
| |
| Affiliation: | Wang Yongsheng(Fujian Provincial Research Institute of Hydrogeology and Engineering Geology Investigation 363000) |
| |
| Abstract: | The landslides is a common geological disasters in the road.It's important in the normal road use to analyzing the causes of the landslide and using pertinence measures to prevent it.Take the landslide in Quansan expressway object for example,study the formation mechanism on the basis of analyzing the influencing factors,and calculate the stability of this rock landslide by line sliding method of broken.The landslide is instability,and use the cut decompressing,piles,retaining wall,slope protection and drai... |
| |
| Keywords: | Landslide Formation mechanism Stability evaluation Treatment measure |
| 本文献已被 CNKI 维普 等数据库收录！ |
|
