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上海中心大厦桩筏基础的安全性分析与评价
引用本文:袁聚云,孔娟,赵锡宏,董志华.上海中心大厦桩筏基础的安全性分析与评价[J].岩土力学,2011,32(11):3319-3324.
作者姓名:袁聚云  孔娟  赵锡宏  董志华
作者单位:同济大学地 下建筑与工程系,上海 200092;同济大学岩土及地下工程教育部重点实验室,上海 200092
摘    要:以金茂大厦和上海环球金融中心的成功设计经验为依据,从设计角度分析和评价中国第一高楼——上海中心大厦桩筏基础的性状及安全性。类比分析大楼的重量、水浮力和桩土分担,并着重对桩承载力和桩顶反力、筏板厚度和弯矩、建筑物沉降等进行计算和评价,综合分析认为上海中心大厦的桩筏基础具有较高的安全度。其分析思路、计算方法及所得结论可为今后超高层建筑桩筏基础的设计和性状研究提供参考。

关 键 词:超高层建筑  桩筏基础  安全性
收稿时间:2011-04-14

Safety analysis and evaluation of piled raft foundation for Shanghai Center Tower
YUAN Ju-yun,KONG Juan,ZHAO Xi-hong,DONG Zhi-hua.Safety analysis and evaluation of piled raft foundation for Shanghai Center Tower[J].Rock and Soil Mechanics,2011,32(11):3319-3324.
Authors:YUAN Ju-yun  KONG Juan  ZHAO Xi-hong  DONG Zhi-hua
Institution:1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 2. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China
Abstract:Based on the successful design experience of Jinmao Building and Shanghai World Financial Center,this paper attempts to analyze and evaluate the behavior of piled raft foundation for Shanghai Center Tower from the design perspective.The weight of the building,buoyancy of the water and load-sharing between pile and soil are analogously analyzed.Capacity of pile,load on pile group,thickness and bending moment of raft,settlement of piled raft are calculated and analyzed especially.The analysis thinking,methods...
Keywords:superhigh building  piled raft foundation  safty  
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