摘要
通过对龙怀高速公路翁源段挖方段施工期间发生的滑坡进行工程地质勘察,结合现场裂缝与位移观测,对滑坡形成的机理和稳定性进行分析,采用传递系数法对滑坡推力进行计算,并提出滑坡治理方案。
The mechanism and stability of landslide mass are analyzed through engineering geological investigation to the landslide of Wengyuan excavation section of Longhuai Expressway during construction combined with scene crack and displacement monitoring. The landslide internal force is calculated by transfer coefficient method and the viable engineering scheme to this landslide is proposed.
作者
李帅
娄文杰
李增杰
魏东旭
LI Shuai;LOU Wen - Jie;LI Zeng - Jie;WEI Dong - xu(Shandong Provincial Communications Planning and Design Institute Shartdong Jinan 250031 China;Shandong Chongrtti Engineering Design Co. , Ltd. , Shandong Jirtan 250031 China)
关键词
路基滑坡
稳定性分析
抗滑桩
锚索抗滑桩
预应力锚索
subgrade landslide
stability analysis
anti-slide pile
anchor cable anti-slide pile
prestressedanchor cable
