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以地铁二号线浦东新区段杨高路车站围护结构的设计说明、施工方案及监测数据为依据，分析了地下连续墙作为围护结构在基坑开挖过程中的受力特点。
Based on the design description, construction scheme and monitoring data of the retaining structure of Yanggao Road Station in the Pudong New Area of Metro Line 2, the stress characteristics of the diaphragm wall in the process of foundation pit excavation are analyzed.