| 土质路基边坡的临界坡度 |
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| 引用本文： | 赵林海. 土质路基边坡的临界坡度[J]. 山西建筑, 2004, 30(18): 66-67 |
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| 作者姓名： | 赵林海 |
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| 作者单位： | 煤炭工业太原设计研究院,山西,太原,030001 |
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| 摘 要： | 根据边坡失稳机理，从稳定系数出发，探讨土质边坡的临界坡度，以便对铁路路基边坡的设计提供更合理的理论指导，确保铁路路基的稳定性。
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| 关 键 词： | 路基 边坡 稳定性 |
| 文章编号： | 1009-6825(2004)18-0066-02 |
| 修稿时间： | 2004-06-02 |
Boundary-facing gradient of side-slope of soil-based road |
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| ZHAO Lin hai. Boundary-facing gradient of side-slope of soil-based road[J]. Shanxi Architecture, 2004, 30(18): 66-67 |
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| Authors: | ZHAO Lin hai |
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| Abstract: | According to unsteady mechanism of side slope and starting from steady coefficient,it discusses boundary facing gradient of soil side slope so as to offer more rational suggestion for designing side slope of railway foundation to assure steadiness of railway of foundation. |
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| Keywords: | road bed side slope steadiness |
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