Reliability Index Update for Driven Piles Based on Bayesian Theory Using Pile Load Test Results

被引:0
|
作者
Park, Jae Hyun [1 ]
Kim, Dongwook [1 ]
Chung, Choong-Ki [2 ]
机构
[1] Korea Inst Construct Technol, Goyang, South Korea
[2] Seoul Natl Univ, Dept Civil & Environm Engn, Seoul, South Korea
关键词
Axially loaded driven pile; proof pile load test; Bayesian update; reliability analysis; 1st-order reliability method; BEARING CAPACITY;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In a conventional reliability analysis, only results of pile load tests conducted to failures are counted in the uncertainty assessment regarding the bearing capacity of driven piles, and the non-failed pile load test results are not reflected in the reliability index calculation. In this paper, an analytical method is used to update the distribution of the measured-to-predicted pile capacity of a driven pile using likelihood, which reflects whether a pile has failed or not, by implementing the Bayesian theory. Reliability analyses were performed based on the updated distributions of the measured-to-predicted pile capacities using the 1st-order reliability method (FORM). It is noted that pile load test results-that is, the number of failures from the number of total pile tests-can contribute to the reliability update of a driven pile.
引用
收藏
页码:330 / 336
页数:7
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