| 国道108线K15+760~K15+980段路堤边坡稳定性研究及处治效果监测 |
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| 引用本文： | 冯学钢,王学武.国道108线K15+760~K15+980段路堤边坡稳定性研究及处治效果监测[J].力学学报,2005,13(4):538-541. |
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| 作者姓名： | 冯学钢 王学武 |
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| 作者单位： | 四川省交通厅公路水运质量监督站,成都610041 |
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| 摘 要： | 对国道108线广南段K15+760~K15+980段高路堤边坡稳定性的分析与计算,分析了路堤产生变形的原因,并提出了相应的处治加固措施,同时进行了包括表面位移监测、路面沉降监测等监测,总结了边坡不稳定情况下路堤表面位移及路堤沉降变形的规律,从而掌握了路堤的变形动态,控制了处治施工活动带来的超量位移,进而确保了路堤及边坡的稳定。
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| 关 键 词： | 路堤 稳定性 加固处治 位移监测 沉降监测 |
| 收稿时间： | 2005-02-28 |
| 修稿时间： | 2005-04-15 |
SLOPE STABILITY ANALYSIS AND REINFORCEMENT MONITORING OF HIGHWAY EMBANKMENT ALONG NATIONAL HIGHWAY NO.108 K15+760~+980 |
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| FENG Xuegang,WANG Xuewu.SLOPE STABILITY ANALYSIS AND REINFORCEMENT MONITORING OF HIGHWAY EMBANKMENT ALONG NATIONAL HIGHWAY NO.108 K15+760~+980[J].chinese journal of theoretical and applied mechanics,2005,13(4):538-541. |
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| Authors: | FENG Xuegang WANG Xuewu |
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| Institution: | Sichuan Provincial Highway &|Water Transport Quality Supervision Staion,Chengdu 610041 |
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| Abstract: | ased on slope stability analysis of the embankment along National Highway No.108 k15+760~+980,the authors analyzed mechanisms of deformation and failure and its reinforcement treatment.By monitoring displacement of embankment and settlement of road surface,the authors characterized the patterns of the surface movement and the embankment settlement and their dynamics under unstable conditions,which would provide guidelines for control of embankment displacement during the construction and in turn assure slope stability. |
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| Keywords: | Embankment slope stability Reinforcement treatment Movement monitoring Deformation monitoring |
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