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高层建筑沉降对施工阶段拟建隧道影响模拟分析
引用本文:孙宪铭,谢弘帅.高层建筑沉降对施工阶段拟建隧道影响模拟分析[J].城市轨道交通研究,2005,8(1):53-56.
作者姓名:孙宪铭  谢弘帅
作者单位:上海久创建设管理有限公司,201204,上海;上海久创建设管理有限公司,201204,上海;同济大学地下建筑与工程系,200092,上海
摘    要:在运营和拟建的轨道交通线路周围进行任何工程建设,都将对线路的轨道和结构变形产生影响。为正确评估此类工程建设活动的影响,必须选用合理的计算方法、计算模型和计算参数。以实际工程为背景,利用有限元-半无限元耦合静力计算模型,预测分析了某高层建筑后期沉降所引起的不同施工工况下拟建地铁区间隧道的变形和内力值,并提出了控制高层建筑沉降影响的建议。

关 键 词:轨道交通  高层建筑  地基变形  有限元-半无限元耦合模型
修稿时间:2004年8月15日

Simulation of High Building Settlement on Planned Metro Tunnel
Sun Xianming,Xie Hongshuai Shanghai Jiuchuang Construction Management Co.,Ltd.,Shanghai,China.Simulation of High Building Settlement on Planned Metro Tunnel[J].Urban Mass Transit,2005,8(1):53-56.
Authors:Sun Xianming  Xie Hongshuai Shanghai Jiuchuang Construction Management Co  Ltd    Shanghai  China
Institution:Sun Xianming,Xie Hongshuai Shanghai Jiuchuang Construction Management Co.,Ltd.,201204,Shanghai,China
Abstract:Any engineering construction near the operating rail transit or a planned line will influence the track and structure. In order to evaluate this influence, reasonable calculation method,model and parameters must be employed. Based on the factual engineering,the authors use a coupled calculation model through FEM-Semi Infinite Element Method, to forecast and analyze the deformation and inner stress in a planned metro tunnel, which will be influenced by the settlement of a high building nearby. The authors argue that reasonable and effective measures and advices shall be taken to control the influence caused by the settlement of the high building.
Keywords:rail transit  high building  foundation deformation  coupled model through FEM-Semi Infinite Element Method  
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