陡坡区加筋土挡墙基底不良地质处理

Method for Treatment of Reinforced Soil Retaining Wall Under Poor Geological Condition

以黑山南北高速公路项目中的一段隧道间陡坡区加筋土挡墙支挡路基为例,对挡墙基底不良地质情况及可能产生的路基侧向滑移风险进行描述,并就拟采用的四种处理方案进行比选,对其优劣势和经济性进行探讨,为后续类似项目可能出现的情况提供经验。

This thesis is based on one segment of reinforced soil retaining wall in Bar-Boljare Highway project in Montenegro,specifically described the situation and risk under the the poor geological condition below the foundation of reinforced soil retaining wall.And proposed 4 suitable treatment methods for comparison and selection.Provide the experience for subsequent similar project.