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宜巴高速公路老屋包滑坡成因分析及治理设计
引用本文:高俊义,林承华,汪德兵,吴银亮.宜巴高速公路老屋包滑坡成因分析及治理设计[J].路基工程,2019,0(1):228-233.
作者姓名:高俊义  林承华  汪德兵  吴银亮
作者单位:中交一公局集团有限公司,北京,100024;中交第二公路勘察设计研究院有限公司,武汉,430056;重庆蜀通岩土工程有限公司,重庆,401147
摘    要:以宜巴高速公路老屋包滑坡高填方路基工程为例,根据不同施工阶段变形监测数据,研究了高速公路工程不同方案对滑坡稳定性的影响。结果表明:老屋包滑坡前缘采取高填方路基工程可有效控制滑坡变形,提高滑坡稳定性。

关 键 词:老屋包滑坡  高填方路基  沉降变形  深部位移  监测
收稿时间:2019-11-11

Cause Analysis and Treatment Design of Laowubao Landslide on Yiba Highway
Abstract:The high-filled embankment of Laowubao landslide of Yichang-Badong expressway is taken as an example, the settlement and deep displacement monitoring during the construction of were carried out, and then the effect of different schemes of expressway engineering on landslide stability is studied. It shows that the high-filled embankment adopted at the front of Laowubao Landslide can effectively control landslide deformation and improve landslide stability, which can provide a reference for similar project.
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