| 高填方路基稳定性的几点思考 |
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| 引用本文： | 张晓兰.高填方路基稳定性的几点思考[J].城市建筑,2014(24):157-157. |
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| 作者姓名： | 张晓兰 |
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| 作者单位： | 广东省长大公路工程有限公司,广州510000 |
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| 摘 要： | 本文结合实际情况，在分析工程概况及工程地质条件的基础上，分析了填方路基失稳类型，通过反演方法进行了高填方路基填料的抗剪强度参数计算，并进行了高填方路基监测，说明了路基稳定控制的可行性。
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| 关 键 词： | 高填方路基 稳定性 抗剪强度参数 反演方法 路基监测 |
Reflections on the Stability of High-filled Embankment |
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| Zhang Xiaolan.Reflections on the Stability of High-filled Embankment[J].Urbanism and Architecture,2014(24):157-157. |
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| Authors: | Zhang Xiaolan |
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| Affiliation: | Zhang Xiaolan |
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| Abstract: | In this paper, combined with the actual situation, based on analyzing the general situation of the project and the geological conditions of engineering, the author analyzed the instability type of embankment, and through the inversion me-thod parameters calculated the anti-shear strength of the fil ing of high-fil ed embankment. The author also carried on the mo-nitoring of the high-fil ed subgrade and il ustrated the feasi-bility of the control of the stability of road base. |
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| Keywords: | high-fil ed embankment stability anti-shear stre-ngth parameters roadbed monitoring inversion method road-bed monitoring |
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