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群桩中的斜桩受力分析与计算 被引量:4

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摘要 利用几个简化算例分析了带斜桩的群桩工作特点, 结果表明当桩群承受竖向和水平荷载时, 斜桩的存在可明显提高群桩承载力和减小水平位移, 但当承受地面竖向位移时其存在则会对群桩承载力产生一些不利影响。
出处 《广东土木与建筑》 2007年第8期21-23,共3页 Guangdong Architecture Civil Engineering
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参考文献8

  • 1Poulos,H. G.. Raked Piles - Virtues and Drawbacks[J]. J. Geotech. Geoen. Eng.,2006(6)
  • 2Poulos,H.G.. Approximate computer analysis of pile group subjected to loads and ground movements[J]. Int. J. Numer. Analyt. Meth. Geomech, 1999, (23)
  • 3Poulos,H.G. DEFPIG users' manual,Centre for Geotechnical Research, Univ. of Sydney,Sydney,Australia, 1980
  • 4H.G~Poulos,An approach for the analysis of offshore pile groups. Numerical Methods in Offshore Piling,Inst. Civil Engnrs, London, 1979
  • 5Poulos,H.G and Madhav,M. R. Analysis of the movement battered piles,Proc. 1st Aus. Geom. J.,1974,G(4)
  • 6Poulos,H.G.. and Davis,E.H. Pile Foundation Analysis and Design [ C ]. Wiley, New York, 1980
  • 7Randolph,M.F.PIGLET,a computer program for the analysis and design of pile groups. Report GEO 86033, Dept. Civil Engineering,Univ. of Western Australia,Perth, Australia, 1987
  • 8Poulos,H. G.. Piled rafts in swelling or consolidating soils [J]. J. Geotech. Eng, 1993,119(2)

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