| 山区高速公路路堑高边坡稳定性分析评价 |
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| 引用本文： | 刘长平.山区高速公路路堑高边坡稳定性分析评价[J].安徽地质,2010,20(3):234-236,240. |
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| 作者姓名： | 刘长平 |
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| 作者单位： | 安徽省交通规划设计研究院,安徽,合肥,230088 |
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| 摘 要： | 山区地形地质条件复杂,深路堑高边坡多,切坡引发工程滑坡对公路工程的安全稳定影响巨大。结合铜汤路工程实践,阐述山区高速公路高边坡稳定性勘察评价方法,并建议采取综合防护措施,特别是以植物防护为主,结合工程防护的设计理念,确保边坡安全稳定,还大大改善了山区公路景观。
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| 关 键 词： | 高边坡 结构类型划分 稳定性评价方法 |
ANALYSIS AND APPRAISAL OF STABILITY OF HIGH SLOPES OF FREEWAY CUTTINGS IN MOUNTAINOUS AREAS |
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| LIU Chang-ping.ANALYSIS AND APPRAISAL OF STABILITY OF HIGH SLOPES OF FREEWAY CUTTINGS IN MOUNTAINOUS AREAS[J].Geology of Anhui,2010,20(3):234-236,240. |
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| Authors: | LIU Chang-ping |
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| Institution: | LIU Chang-ping(Institute of Communications Planning , Design of Anhui Province,Hefei,Anhui 230088,China) |
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| Abstract: | Landforms and geological conditions are complex in mountainous areas where there are many deep cuttings and high slopes.Slope cuttings-induced landslides have great impact on safety and stability of highway engineering.With an example from the Tong-Tang highway engineering,this paper described methods to appraise the stability of high slopes of freeway in mountainous areas and proposed comprehensive protective measures,especially by growing plants,combined with engineering protection,to ensure slope safety ... |
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| Keywords: | high slope structural classification stability appraisal method |
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