首页> 外文会议>Computational Science - ICCS 2007 pt.3; Lecture Notes in Computer Science; 4489 >Reliability Analysis on Vertical Bearing Capacity of Bored Pile Determined by CPT Test
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Reliability Analysis on Vertical Bearing Capacity of Bored Pile Determined by CPT Test

机译:CPT试验确定钻孔桩竖向承载力的可靠性分析

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Based on the random field theory and reliability theory, the statistical methods used in the research on the probabilistic features of parameters,P_s,f_i,P_(sb) had been studied. In addition, the problems with the correlation distance, pile cross section dimensions and the range of pile tip resistance, which would be used in the reliability analysis, were discussed in this paper. The reliability analyses were made on seventeen (17) construction sites based on forty-six (46) CPT test curves in Shanghai area, China. The reliability indices were obtained and the probabilistic characteristics of reliability indices were derived accordingly.The study shows that: (1) generally, the reliability index of large pile in diameter is greater than that of small pile for either prefabricated pile or cast-in-place pile, and the coefficient of variation of reliability index of prefabricated pile is less than that of cast-in-place pile; and (2) For bored piles, the variation coefficient of reliability index is less for big pile in diameter (or dimensions) than that for small pile in diameter (or dimensions)....
机译:基于随机场理论和可靠性理论,研究了参数P_s,f_i,P_(sb)的概率特征研究中使用的统计方法。此外,还讨论了相关距离,桩横截面尺寸和桩尖阻力范围等问题,这些问题将用于可靠性分析中。根据中国上海地区的四十六(46)个CPT测试曲线,对十七(17)个建筑工地进行了可靠性分析。研究表明:(1)一般而言,无论是预制桩还是灌注桩,直径较大的桩的可靠度指标都大于直径较小的桩的可靠度指标。预制桩,可靠度指标的变异系数小于现浇桩。 (2)对于钻孔桩,直径(或尺寸)大桩的可靠度指标变化系数小于直径(或尺寸)小桩的可靠度指标变化系数...。

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