宝成线K95+060山体滑坡稳定性分析及综合整治设计 |
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引用本文: | 王沛.宝成线K95+060山体滑坡稳定性分析及综合整治设计[J].路基工程,2015,0(2):218. |
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作者姓名: | 王沛 |
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作者单位: | 西安铁路局勘测设计所, 西安 710054 |
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摘 要: | 以宝成线K95+060山体滑坡为例,根据现场地形、地貌、工程地质情况等综合分析滑坡形成原因,采用抗滑桩及坡面排水工程相结合的方案对病害进行综合整治,取得了良好的效果。在抗滑桩设计过程中,采取传递系数法计算滑坡推力,并以此为基础进行抗滑桩设计计算。经综合整治后,山体稳定。
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关 键 词: | 山体滑坡 成因 稳定性分析 综合整治 |
收稿时间: | 2019-11-06 |
Analysis on Stability of Mountain Landslide along Section K95 + 060 of Baoji-Chengdu Railway and the Comprehensive Control Design |
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Authors: | WANG Pei |
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Abstract: | Taking the mountain landslide along the Section K95+060 of Baoji-Chengdu Railway as an example, this paper, depending on the landform and geological conditions thereof, analyzed the cause of formation. As the result, the combination of anti-sliding piles and slope drainage was applied for the comprehensive control of the diseases and made a good effect. In the design of anti-sliding piles, transfer coefficient method was used to calculate the landslide thrust, The mountain sliding has been stable after the comprehensive control of the diseases. |
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Keywords: | mountain landslide cause of formation stability analysis comprehensive control |
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