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深圳机场航站楼扩建Φ500预应力高强混凝土管桩承载力分析
引用本文:叶建伟,郑惠平,唐建华.深圳机场航站楼扩建Φ500预应力高强混凝土管桩承载力分析[J].工业建筑,2000,30(1):73-75.
作者姓名:叶建伟  郑惠平  唐建华
作者单位:深圳机场工程建设指挥部 深圳 518128
摘    要:通过对深圳机场航站主建中500 预应力高强混凝土管桩承载力试桩成果的分析,提出了单桩承载力取值及收锤标准的控制。

关 键 词:预应力混凝土管桩  收锤标准  锤击数  单桩承载力
修稿时间:1998-12-13

ANALYSIS OF BEARING CAPACITY OF PRESTRESSED HIGH STRENGTH CONCRETE DRILLED CAISSON WITH 500mm DIAMETER IN TER-MINAL BUILDING ENLARGEMENT OF SHENZHEN AIRPORT
Ye Jianwei,Zheng Huiping,Tang Jianhua.ANALYSIS OF BEARING CAPACITY OF PRESTRESSED HIGH STRENGTH CONCRETE DRILLED CAISSON WITH 500mm DIAMETER IN TER-MINAL BUILDING ENLARGEMENT OF SHENZHEN AIRPORT[J].Industrial Construction,2000,30(1):73-75.
Authors:Ye Jianwei  Zheng Huiping  Tang Jianhua
Affiliation:Shenzhen Airport Engineering and Construction Headquarters Shenzhen 518128
Abstract:Analyzing Bearing capacity of prestressed high strength concrete drilled caisson with 500 mm diameter by dynamic pile test(CAPWAP-CASE method)and static load test in terminal building enlargement of shenzhen airport, the authers of this paper give a suggestion how to determine bearing capacity of single pile and control stopping driving standard.
Keywords:prestressed concrete drilled caisson  stopping driving stardard  driving number  bearing capacity of single pile  
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