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戴标兵, 艾智勇, 赵锡宏, 范庆国, 邓文龙. 上海的超高层超长桩超厚筏基础的现场测试研究(英文)[J]. 岩土工程学报, 2008, 30(3): 406-413.
引用本文: 戴标兵, 艾智勇, 赵锡宏, 范庆国, 邓文龙. 上海的超高层超长桩超厚筏基础的现场测试研究(英文)[J]. 岩土工程学报, 2008, 30(3): 406-413.
DAI Biaobing, AI Zhiyong, ZHAO Xihong, FAN Qingguo, DENG Wenlong. Field experimental studies on super-tall buildings, super-long piles & super-thick raft in Shanghai[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(3): 406-413.
Citation: DAI Biaobing, AI Zhiyong, ZHAO Xihong, FAN Qingguo, DENG Wenlong. Field experimental studies on super-tall buildings, super-long piles & super-thick raft in Shanghai[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(3): 406-413.

上海的超高层超长桩超厚筏基础的现场测试研究(英文)

Field experimental studies on super-tall buildings, super-long piles & super-thick raft in Shanghai

  • 摘要: 提供了宝贵的现场试验数据,论述了沉降、土压力、桩的荷载、巨型柱荷载和筏基的应力的分析结果,特别是结构刚度对筏基应力的影响和对基础的贡献层数以及刚度贡献的有限性。提出了一个实用的方法,以利于桩筏基础设计的新改革。此外,还提出一些预估沉降和群桩荷载的建议。

     

    Abstract: This paper not only presents the valuable field experimental data,but also demonstrates the analytical results on settlement,earth pressure,loads on pile group,loads on mega columns and stress in raft,especially,the influence of structure stiffness on stress in raft,the contribution of number of storeys of structure stiffness to foundation and its contribution limit.Meanwhile,in order to provide a new reform for the design of piled raft,a real theoretical and practical method is also given.Besides,some suggestions on settlement prediction and loads on pile group are proposed in this paper.

     

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