Bayesian network based machine learning for design of pile foundations

被引:26
|
作者
Zhang, Jie [1 ,2 ]
Hu, Jinzheng [1 ,2 ]
Li, Xu [3 ]
Li, Jingpei [1 ,2 ]
机构
[1] Tongji Univ, Dept Geotech Engn, Minist Educ, 1239 Siping Rd, Shanghai 200092, Peoples R China
[2] Tongji Univ, Key Lab Geotech & Underground Engn, Minist Educ, 1239 Siping Rd, Shanghai 200092, Peoples R China
[3] Beijing Jiaotong Univ, Dept Geotech Engn, Beijing 100044, Peoples R China
基金
中国国家自然科学基金;
关键词
Pile load tests; Bayesian network; Reliability-based design; Bayesian machine learning; RELIABILITY-ANALYSIS; KNOWLEDGE; CODE;
D O I
10.1016/j.autcon.2020.103295
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Realistic estimation of the uncertainty associated with the bearing capacity, which is often represented by the uncertainty of a model bias factor, is important to reliability-based design of pile foundations. Due to the existence of cross-site variability, the statistics of a model bias factor may vary from one site to another. Also, as the number of site-specific load test data is often very limited, it is difficult to obtain the site-specific statistics of the model bias factor. This paper aims to establish a Bayesian network based machine learning method to develop site-specific statistics of the model bias factor utilizing information from both the regional and site-specific load test data, through which the resistance factor for design of the pile foundation can be calibrated. The suggested method has been verified using a comprehensive load test database for design of driven piles in Shanghai, China. It is found that a few site-specific pile load test data can significantly reduce the uncertainty associated with the model bias factor and hence increase the cost-effectiveness of the pile design. The method suggested in this paper lays a sound foundation for site-specific reliability-based design of pile foundations, and provides useful insight into the planning of site-specific load tests for design of pile foundations.
引用
收藏
页数:14
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