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自平衡法在大直径钢管桩中的应用与浅析
引用本文:李君,吕黄,杨喜雄.自平衡法在大直径钢管桩中的应用与浅析[J].华南港工,2009(1).
作者姓名:李君  吕黄  杨喜雄
作者单位:中交四航工程研究院有限公司;水工构造物耐久性技术交通行业重点试验室;中交四航局第二工程有限公司;
摘    要:目前,对于自平衡法在钢管桩中的应用尚鲜有研究。本文结合现场桩基原位试验,就钢管桩的自平衡试验方法进行阐述并将自平衡试验结果同静载试验结果进行对比分析,为自平衡试验进一步在钢管桩中的应用积累一定的经验。

关 键 词:钢管桩  自平衡法  承载力  转换桩顶位移  

Application and Analysis on Self-balanced Testing Method for Large Diameter Steel-pipe pile
Institution:1.Engineering Technology Research Co.;LTD.Of CCCC Fourth Harbor Engineering Co.;LTD.;2.Key Lab of Durability Technology For Harbor And Marine Structure Ministry Of Communication;Guangzhou 510230;3.The Second Construction Company Ltd of CCCC Fourth Harbor Engineering Co.;LTD;Guangzhou 510300
Abstract:Currently,the application of self-balanced method in steel-pipe pile has been barely studied.According to the in-situ pile test,we discussed the self-balanced method and had a comparative analysis with the experimental results under the static load test to accumulate some experience for further application.
Keywords:steel-pipe pile  self-balanced method  capacity  conversion displacement of pile top  
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