| 高填方路堤最佳加筋方案的确定及稳定性分析 |
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| 引用本文： | 胡江碧,费雪良,何欢.高填方路堤最佳加筋方案的确定及稳定性分析[J].北京理工大学学报,2007,27(9):792-796. |
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| 作者姓名： | 胡江碧 费雪良 何欢 |
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| 作者单位： | 北京工业大学,北京市交通工程重点实验室,北京,100022;中国公路工程咨询总公司,北京,100097 |
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| 基金项目： | 交通部西部交通建设科技项目 |
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| 摘 要： | 研究在高填方路堤中铺设土工合成材料的最佳加筋位置的确定方法. 基于极限平衡理论,采用在土内加筋的方法增加剪切面上的正应力以提高土体的抗剪强度,从而改进了加筋路堤. 获得了确定最佳加筋位置的方法,并利用计算机进行滑动面搜索确定了最佳加筋方案. 通过对8种典型黄土加筋高填方路堤的稳定性分析与最佳加筋位置的应用分析,验证了此方法的可行性和筋材的加筋位置及其效果.
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| 关 键 词： | 路堤 加筋路堤 稳定性分析 极限平衡 |
| 文章编号： | 1001-0645（2007）09-0792-05 |
| 收稿时间： | 2007/4/12 0:00:00 |
| 修稿时间： | 2007-04-12 |
Method of Stability Analysis and Ascertaining the Best Reinforced Scheme in High Reinforced Embankment |
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| HU Jiang-bi,FEI Xue-liang and HE Huan.Method of Stability Analysis and Ascertaining the Best Reinforced Scheme in High Reinforced Embankment[J].Journal of Beijing Institute of Technology(Natural Science Edition),2007,27(9):792-796. |
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| Authors: | HU Jiang-bi FEI Xue-liang and HE Huan |
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| Institution: | 1. Beijing Key Lab of Traffie Engineering, Beijing University of Teehnology, Beijing 100022, China; 2. China Highway Engineering Consulting Corporation, Beijing 100097, China |
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| Abstract: | The best reinforced scheme for laying geosynthetics on high embankment is investigated.Based on the limit equilibrium theory,a new concept is applied to improve reinforced embankment which geosynthetics can raise the shearing strength of soil by increasing the direct stress of shearing surface.The best reinforced scheme methods are deduced,and a method of ascertaining the best reinforcement scheme using computer aided search of circular failure plane is also obtained.By the stability analysis and applied best reinforced location analysis of 8 kinds of typical reinforced loess embankment,the feasibility application of methods and the effect of best reinforced location are verified. |
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| Keywords: | embankment reinforced embankment stability analysis limit equilibrium |
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