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花岗岩残积土持力层人工挖孔桩承载力研究 被引量:10

Bearing Capacity of Hand-Dug Piles Embedded on Granite Residual Clay
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摘要 论述了花岗岩残积土对人工挖孔桩承载力的影响;通过对现场试验结果的分析,研究了以花岗岩残积土为持力层的人工挖孔桩的承载性质及计算方法;结合92根桩的试验资料统计分析,讨论了地下水对人工挖孔桩承载力的影响. The behaviors of granite residual clay and its effects on the bearing capacity of hand-dug piles were expounded in this paper. Then 4 loading tests were performed to analyze the distribution of the shaft resistances and the end bearing of the piles embedded on granite residual clay. Based on the results of 4 loading tests, a method to calculate the bearing capacity of the pile was presented. Finally, 92 loading tests were employed to analyze the influences of groundwater on the bearing capacity of the piles.
出处 《同济大学学报(自然科学版)》 EI CAS CSCD 北大核心 2006年第1期33-37,共5页 Journal of Tongji University:Natural Science
关键词 花岗岩残积土 人工挖孔桩 地下水 承载力 桩侧阻力 载荷试验 granite residual clay hand-dug pile groundwater bearing capacity shaft resistance loading test
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参考文献4

  • 1钱家欢 殷宗泽.土工计算原理[M].北京:中国水利水电出版社,1996.362-358.
  • 2Bowles Joseph E. Foundation analysis and design[M]. New York:McGraw-Hill Book Company, 1982.
  • 3Tomlinson M J. Pile design and construction practice[M]. New York: E&FN SPON, 1994.
  • 4施峰 柳春 蔡来炳.福州地区人工挖孔桩承载力的研究[R].福州:福建省建筑科学研究院,1997..

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