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Lu Hailin, Sun Chengfang, Yue Lin. EXPERIMENTAL RESEARCH ON ULTIMATE BEARING CAPACITY OF STEEL FIBER REINFORCED CONCRETE THICK PILE CAP WITH TWO PILES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 38-40. doi: 10.13204/j.gyjz200408013
Citation: Lu Hailin, Sun Chengfang, Yue Lin. EXPERIMENTAL RESEARCH ON ULTIMATE BEARING CAPACITY OF STEEL FIBER REINFORCED CONCRETE THICK PILE CAP WITH TWO PILES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 38-40. doi: 10.13204/j.gyjz200408013

EXPERIMENTAL RESEARCH ON ULTIMATE BEARING CAPACITY OF STEEL FIBER REINFORCED CONCRETE THICK PILE CAP WITH TWO PILES

doi: 10.13204/j.gyjz200408013
  • Received Date: 2004-02-18
  • Publish Date: 2004-08-20
  • Through an experimental research on thirty specimens of steel reinforced concrete and steel fiber reinforced concrete (SFRC)two-pile thick cap of 1∶5 model ratio, the main factors that influence the ultimate bearing capacity of SFRC two-pile thick cap are analyzed systematically.The calculation formula of the ultimate bearing capacity of SFRC caps is developed by method of the least-square.By comparing with common reinforced concrete thick caps, their ultimate bearing capacity is raised remarkably.
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    孙成访.钢纤维混凝土二桩、五桩厚承台试验研究:[硕士学位论文].武汉:武汉理工大学,2002.35~36
    [3] R.Narayanan an I.S.Darwish.Fiber Concrete Deep Beams in Shear.ACI Structural Journal,1998,(2):141~149
    [4] 邵卓民.钢筋混凝土剪扭构件的简化桁架理论.建筑结构,1987(2)
    [5] 罗君东.二桩承台试验研究:[硕士学位论文].广州:华南理工大学,1993.67~68
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