Uncertainty Quantification in Predicting UCS Using Fully Bayesian Gaussian Process Regression with Consideration of Model Class Selection

被引:0
作者
Song, Chao [1 ]
Zhao, Tengyuan [1 ]
机构
[1] Xi An Jiao Tong Univ, Sch Human Settlements & Civil Engn, Xian, Shaanxi, Peoples R China
来源
GEO-RISK 2023: INNOVATION IN DATA AND ANALYSIS METHODS | 2023年 / 345卷
基金
中国国家自然科学基金;
关键词
uniaxial compressive strength; machine learning approach; uncertainty quantification; model class selection; Bayesian framework; UNCONFINED COMPRESSIVE STRENGTH; ELASTIC-MODULUS; ROCKS;
D O I
暂无
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
The uniaxial compressive strength (UCS) of rocks is used widely in tunneling, rock, and mining engineering. Direct methods for testing UCS of rocks often require well-prepared samples of high quality and therefore are often relatively time-consuming and expensive. In this case, indirect approaches such as empirical equations and machine learning methods are proposed for UCS prediction. Due to the data-driven and non-parametric characteristics of machine learning methods, UCS data of rocks are often estimated through these methods. In this study, one of the machine learning methods, entitled a fully Bayesian Gaussian process regression (fB-GPR), is applied to predict UCS as well as uncertainty quantification associated with the prediction. In the meanwhile, the optimal model for predicting UCS is also determined and examined through a systematical manner. Results show that the fB-GPR method can be well used for accurately predicting UCS with reasonably quantified uncertainty through developing the optimal model.
引用
收藏
页码:9 / 19
页数:11
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