| 梅河高速公路程江至华城段K28高路堤边坡病害分析及治理 |
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| 引用本文： | 田广军.梅河高速公路程江至华城段K28高路堤边坡病害分析及治理[J].广东公路交通,2010(2):25-27. |
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| 作者姓名： | 田广军 |
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| 作者单位： | 广东省路桥建设发展有限公司,广州,510635 |
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| 摘 要： | 梅河高速公路程江至华城段K28+360~+860段边坡病害为典型的路堤边坡病害。由于填土堵塞原地下水排泄通道,地表水下渗,填土加载三个主要因素的影响,使边坡发生变形。通过对边坡迹象、监测资料的分析,得出边坡滑动面位置。根据变形严重程度将边坡区分为三个区,对各区采用针对性地防治措施。治理工程采用加固与排水相结合的综合治理措施。通过对该滑坡病害原因及治理措施的分析,以资对同类滑坡病害的防治提供参考。
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| 关 键 词： | 路堤边坡病害 病害分区 治理 |
Analysis and Treatment against High Embankment Failure at K28 of Mei-he Expressway |
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| TIAN Guang-jun.Analysis and Treatment against High Embankment Failure at K28 of Mei-he Expressway[J].Guangdong Highway Communications,2010(2):25-27. |
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| Authors: | TIAN Guang-jun |
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| Institution: | TIAN Guang-jun(Guangdong Road and Bridge Construction Development Co.Ltd,Guangzhou 510635,China) |
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| Abstract: | The slope disease between K28＋360～＋860 of Mei-he Expressway is a typical embankment slope disease.Because of the original underground water being blocked by compacted filling、ground water permeating the slope、loading by filling soil,the slope became deformed.Analyzing the slope appearance and monitoring data,the location of landslide could be obtained.The landslide was divided into 3 districts according to different landslide-deformation,so different prevention and cure measure for each district can be performed.Strengthening and draining method has been carried out for the treatment.From analyzing the reason of landslide and prevention and cure measure,reference for similar landslide treatment has been pointed out. |
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| Keywords: | embankment slope failure disease classification treatment |
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