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桩极限承载力的统计及其可靠度研究
引用本文:彭雄志,罗书学,赵善锐.桩极限承载力的统计及其可靠度研究[J].西南交通大学学报,2001,36(3):332-335.
作者姓名:彭雄志  罗书学  赵善锐
作者单位:西南交通大学土木学院,
基金项目:铁道部科技发展基金项目(97-14)
摘    要:对78根钻孔桩和128根打入桩的承载力和端阻及侧阻的归-化参数进行了统计分析,通过比较发现,其分布宜采用对数正态分布,另外分别对钻孔桩和打入桩的整体可靠指标用校准法进行了计算,得到了其可靠指标分别为4.11和4.56,打入桩略高于钻孔桩。

关 键 词:  统计分析  极限承载力  可靠度
文章编号:0258-2724(2001)03-0332-04

Statistical Analysis of Pile Ultimate Bearing Capacity and Pile Reliability
PENG Xiong-zhi,LUO Shu-xue,ZHAO Shan-rui.Statistical Analysis of Pile Ultimate Bearing Capacity and Pile Reliability[J].Journal of Southwest Jiaotong University,2001,36(3):332-335.
Authors:PENG Xiong-zhi  LUO Shu-xue  ZHAO Shan-rui
Abstract:Statistical analysis on the bearing capacity of 78 bored piles and 128 drilled piles and on the normalized parameters of these piles' end and side resistance was carried out. It is found out by comparison that the ratios of the measured values to the calculated ones of the bearing capacity, the end resistance and the side resistance conform to lognormal distribution. Meanwhile, the total piles' reliability indexes are calculated by calibration method, with a result showing that the reliability of the bored piles is 4.11 and the drilled piles 4.56.
Keywords:piles  statistical analysis  bearing capacity  reliability
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