| 京珠高速公路边坡变形原因分析及治理效果评价 |
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| 引用本文： | 杨蕾,阮永芬.京珠高速公路边坡变形原因分析及治理效果评价[J].科学技术与工程,2010,10(17). |
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| 作者姓名： | 杨蕾 阮永芬 |
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| 作者单位： | 昆明理工大学建筑工程学院,昆明,650224 |
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| 摘 要： | 对京珠高速公路粤北段D标段K46+375-500段右侧路堑边坡的变形原因进行分析研究,探讨每次滑动后所采取的加固措施的合理性.并通过稳定计算及分析变形监测结果,对边坡竣工后的加固效果进行评价,并提出合理的加固防护措施保证边坡稳定.供类似滑坡灾害的认识和分析借鉴.
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| 关 键 词： | 路堑高边坡 支护方案 不平衡力传递法 治理效果 稳定系数 |
| 收稿时间： | 4/1/2010 9:51:52 AM |
| 修稿时间： | 4/1/2010 12:38:51 PM |
Analysis of deformation and evaluation of the effect after reinforce of Jing-Zhu expressway |
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| YANG LEI and Ruan Yong-fen.Analysis of deformation and evaluation of the effect after reinforce of Jing-Zhu expressway[J].Science Technology and Engineering,2010,10(17). |
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| Authors: | YANG LEI and Ruan Yong-fen |
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| Institution: | Kunming University of Science and Technology |
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| Abstract: | The deformation analysis and the evaluation of its effect of section D bengining K46 +375 to K46 +500 on the right road cutting slope in Guangdong Province of Jing-Zhu expressway.By discussing wether the reinforcement is reasonable when after sloping.By the analysis of stability calculating and the monitoring result,this paper gives a evaluation of its effect, and propose reasonable protective measures to ensure slope stability and consolidation. This paper giving analysis and awareness of a similar landslide hazard. |
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