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滨海地区钻孔灌注桩桩端承载力取值分析
引用本文:李雪峰,潘志强. 滨海地区钻孔灌注桩桩端承载力取值分析[J]. 城市道桥与防洪, 2011, 0(4): 75-77,11,10
作者姓名:李雪峰  潘志强
作者单位:中国市政工程华北设计研究总院,天津市,300074
摘    要:该文根据多年实际工程中收集到的数据,对滨海地区钻孔桩桩端承载力进行了分析研究。通过对桩端承载力的工程实际测量值与理论计算值进行对比,指出了目前设计理论计算中对桩端承载力取值存在的问题,并对这一问题的产生原因进行了深入分析,同时对该问题给出了解决办法。该文工程测量数据来自天津地区的大型重点工程,对天津市滨海地区的桩基设计有较好的借鉴作用,对其它滨海地区的桩基设计也具有一定的参考价值。

关 键 词:钻孔桩  桥梁  滨海地区  桩基承载力

Analysis on Carrying Capacity Valuing at Pile End of Cast-in-site Pile in Seaside Area
Li Xuefeng,Pan Zhiqiang. Analysis on Carrying Capacity Valuing at Pile End of Cast-in-site Pile in Seaside Area[J]. Urban Roads Bridges & Flood Control, 2011, 0(4): 75-77,11,10
Authors:Li Xuefeng  Pan Zhiqiang
Affiliation:Li Xuefeng,Pan Zhiqiang
Abstract:Based on the data collected in the practical projects for many years,the article analyzes and studies the carrying capacity at the pile end of cast-in-site pile in the seaside area.By the comparison of the practical engineering measured value with the theoretically calculated value of the carrying capacity at the pile end,the article points out the problem existing in the valuing of the carrying capacity at the pile end in the design theoretical calculation now,deeply analyzes the cause of this problem,and ...
Keywords:cast-in-site pile  bridge  seaside area  carrying capacity of pile foundation  
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