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上海地区由CPT确定钻孔灌注桩承载力的分项系数研究
引用本文:赵春风,徐超,高大钊,卢隆宾.上海地区由CPT确定钻孔灌注桩承载力的分项系数研究[J].土木工程学报,2004,37(7):78-81.
作者姓名:赵春风  徐超  高大钊  卢隆宾
作者单位:1. 同济大学
2. 仲盛集团
基金项目:上海市建委科技委建设基金 (批准号A970 2 1 54),上海市重点学科基金资助项目 (沪教委科 [2 0 0 1 ] 4 4号 )
摘    要:利用随机场理论和可靠度理论 ,研究了获得钻孔灌注桩Ps、fi、Psb统计特性的统计原则 ,对相关距离、桩截面尺寸、端阻力计算范围等在程序编制中的协调问题进行了研究 ,并对上海地区 17个场地的 46条CPT曲线进行了电算 ,进而求出了由CPT确定钻孔灌注桩极限承载力的可靠度指标的统计特性。在此基础上 ,利用完全可靠性分析方法求出了上海地区由CPT确定钻孔灌注桩承载力的分项系数

关 键 词:随机场  相关距离  可靠性  分项系数
文章编号:1000-131X(2004)07-0078-04
修稿时间:2002年6月11日

STUDY OF THE PARTICAL FACTORS DEFINING THE BEARING CAPACITY OF BORED PILE BY CPT IN SHANGHAI REGION
Zhao Chunfeng,Xu Chao,Gao DazhaoLu Longbin.STUDY OF THE PARTICAL FACTORS DEFINING THE BEARING CAPACITY OF BORED PILE BY CPT IN SHANGHAI REGION[J].China Civil Engineering Journal,2004,37(7):78-81.
Authors:Zhao Chunfeng  Xu Chao  Gao DazhaoLu Longbin
Affiliation:Zhao Chunfeng Xu Chao Gao DazhaoLu Longbin (Tongji University)(Ocean Group)
Abstract:The statistic principle of P s, f i and P sb statistic features for bored Pile was researched with the random field and the reliability theory.Problems of hamony in programme such as application of the correlation distance, pile diameter and the calculating range of P sb and f P was studied.The statistic feature of the limit bearing capacity reliability of bored pile was obtained according to the numerical result of 46 CPT curves at 17 of sites in Shanghai Region.Based on these results, the partial factors defining the bearing capacity of bored pile by CPT was given by complete reliability analysis.
Keywords:random field  correlation distance  reliability  partial factors
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