| 山区高等级公路高填石路堤稳定性研究 |
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| 引用本文： | 陈鹏飞.山区高等级公路高填石路堤稳定性研究[J].铁道建筑技术,2011(3):53-56,64. |
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| 作者姓名： | 陈鹏飞 |
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| 作者单位： | 中铁十一局集团有限公司,武汉,430071 |
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| 摘 要： | 近年来山区高等级公路得到迅速的发展,高填石路堤作为其重要的结构形式越来越受到人们的重视。为了分析高填石路堤的稳定性,结合沪蓉西高速公路高填石路堤工程,应用GEO-Studio专业软件中的SLOPE模块对4种工况进行分析研究,总结4种因素对高填石路堤稳定性的影响。
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| 关 键 词： | 山区高填石路堤 极限平衡理论 数值分析 |
Study on Stability of High Rockfill Embankment in Mountainous Area Highways |
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| Chen Pengfei.Study on Stability of High Rockfill Embankment in Mountainous Area Highways[J].Railway Construction Technology,2011(3):53-56,64. |
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| Authors: | Chen Pengfei |
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| Institution: | Chen Pengfei (China Railway 11th Bureau Group Co.Ltd.,Wuhan 430071,China) |
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| Abstract: | Highways in the mountainous areas have been developing rapidly in recent years,and high rockfill embankment is receiving the attention of people as one important structure form there.In this paper,combined with high rockfill embankment engineering in Hurongxi Highway,the stability of the high rockfill embankment is analyzed,and by analyzing the four working conditions with SLOPE module in the professional software GEO-Studio,four kinds of factors affecting the stability of the high rockfill embankment are s... |
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| Keywords: | high rockfill embankment in mountain area limit equilibrium theory numerical analysis |
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