| 寒区公路路堑边坡抗冻融稳定性分析 |
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| 引用本文： | 许珊珊,高伟.寒区公路路堑边坡抗冻融稳定性分析[J].低温建筑技术,2006(2):10-12. |
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| 作者姓名： | 许珊珊 高伟 |
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| 作者单位： | 1. 东北林业大学,哈尔滨,150040
2. 东北林业大学,哈尔滨,150040;黑龙江省交通科学研究所,哈尔滨,150080 |
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| 摘 要： | 分析土质路堑边坡冻融滑塌原因,提出了基于力学解析法的验算模型;结合实际进行冻融滑塌稳定性分析判断,提出了建议措施。
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| 关 键 词： | 公路路堑 边坡 冻融滑塌 稳定性 |
| 文章编号： | 1001-6864（2006）02-0010-03 |
| 收稿时间： | 2006-01-10 |
| 修稿时间： | 2006年1月10日 |
ANALYSIS OF THE STABILITY OF THE SOIL CUTTING SIDE SLOPE FREEZE-THAW AND SLIDING OF HIGHWAY IN COLD AREA |
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| XU Shan-shan,GAO Wei.ANALYSIS OF THE STABILITY OF THE SOIL CUTTING SIDE SLOPE FREEZE-THAW AND SLIDING OF HIGHWAY IN COLD AREA[J].Low Temperature Architecture Technology,2006(2):10-12. |
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| Authors: | XU Shan-shan GAO Wei |
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| Affiliation: | 1.Northeast forestry University, Harbin 150040, China; 2. Heilongjiang Institute of Highway and Transport Research, Harbin 150080, China |
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| Abstract: | Analyzed the reason of freeze-thaw and sliding of cutting slope,put forward checking computations model based on the method of mechanic and parse;analyzed and estimated the stability of(freeze)-thaw and sliding,introduced the suggestions and method. |
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| Keywords: | highway cutting side slope freeze-thaw and sliding stability |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
