{"title":"利用多输出稀疏贝叶斯学习进行三维概率站点特征描述","authors":"","doi":"10.1016/j.compgeo.2024.106757","DOIUrl":null,"url":null,"abstract":"<div><div>Three-dimensional probabilistic site characterization is the cornerstone of geotechnical digital transformation, because all engineering projects require an accurate understanding of subsurface geotechnical properties. Soil laboratory testing data or in-situ testing records are often used for data-driven site characterization. However, these site investigation data are often multivariate, uncertain, sparse, and spatially varying. In this paper, the existing sparse Bayesian learning method for three-dimensional (3D) probabilistic site characterization is extended to incorporate multiple soil properties, considering both the three-dimensional spatial variability and the cross-correlation among different soil properties. The proposed three-dimensional multiple-outputs sparse Bayesian learning (3D-MSBL) method is also capable of simulating multiple-correlated conditional random fields in 3D, with the benefit to quantify the statistical uncertainties of soil properties at unexplored locations. The proposed 3D-MSBL method is examined on three case studies. It is shown that the proposed method outperforms the existing single-output SBL method in geotechnical data-driven site characterization, giving more accurate predictions accuracy of soil properties at unexplored locations with smaller statistical uncertainties especially for sparse training data scenario.</div></div>","PeriodicalId":55217,"journal":{"name":"Computers and Geotechnics","volume":null,"pages":null},"PeriodicalIF":5.3000,"publicationDate":"2024-09-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Three-dimensional probabilistic site characterizations using multi-outputs sparse Bayesian learning\",\"authors\":\"\",\"doi\":\"10.1016/j.compgeo.2024.106757\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Three-dimensional probabilistic site characterization is the cornerstone of geotechnical digital transformation, because all engineering projects require an accurate understanding of subsurface geotechnical properties. Soil laboratory testing data or in-situ testing records are often used for data-driven site characterization. However, these site investigation data are often multivariate, uncertain, sparse, and spatially varying. In this paper, the existing sparse Bayesian learning method for three-dimensional (3D) probabilistic site characterization is extended to incorporate multiple soil properties, considering both the three-dimensional spatial variability and the cross-correlation among different soil properties. The proposed three-dimensional multiple-outputs sparse Bayesian learning (3D-MSBL) method is also capable of simulating multiple-correlated conditional random fields in 3D, with the benefit to quantify the statistical uncertainties of soil properties at unexplored locations. The proposed 3D-MSBL method is examined on three case studies. It is shown that the proposed method outperforms the existing single-output SBL method in geotechnical data-driven site characterization, giving more accurate predictions accuracy of soil properties at unexplored locations with smaller statistical uncertainties especially for sparse training data scenario.</div></div>\",\"PeriodicalId\":55217,\"journal\":{\"name\":\"Computers and Geotechnics\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":5.3000,\"publicationDate\":\"2024-09-25\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Computers and Geotechnics\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0266352X24006967\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Computers and Geotechnics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0266352X24006967","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS","Score":null,"Total":0}
Three-dimensional probabilistic site characterizations using multi-outputs sparse Bayesian learning
Three-dimensional probabilistic site characterization is the cornerstone of geotechnical digital transformation, because all engineering projects require an accurate understanding of subsurface geotechnical properties. Soil laboratory testing data or in-situ testing records are often used for data-driven site characterization. However, these site investigation data are often multivariate, uncertain, sparse, and spatially varying. In this paper, the existing sparse Bayesian learning method for three-dimensional (3D) probabilistic site characterization is extended to incorporate multiple soil properties, considering both the three-dimensional spatial variability and the cross-correlation among different soil properties. The proposed three-dimensional multiple-outputs sparse Bayesian learning (3D-MSBL) method is also capable of simulating multiple-correlated conditional random fields in 3D, with the benefit to quantify the statistical uncertainties of soil properties at unexplored locations. The proposed 3D-MSBL method is examined on three case studies. It is shown that the proposed method outperforms the existing single-output SBL method in geotechnical data-driven site characterization, giving more accurate predictions accuracy of soil properties at unexplored locations with smaller statistical uncertainties especially for sparse training data scenario.
期刊介绍:
The use of computers is firmly established in geotechnical engineering and continues to grow rapidly in both engineering practice and academe. The development of advanced numerical techniques and constitutive modeling, in conjunction with rapid developments in computer hardware, enables problems to be tackled that were unthinkable even a few years ago. Computers and Geotechnics provides an up-to-date reference for engineers and researchers engaged in computer aided analysis and research in geotechnical engineering. The journal is intended for an expeditious dissemination of advanced computer applications across a broad range of geotechnical topics. Contributions on advances in numerical algorithms, computer implementation of new constitutive models and probabilistic methods are especially encouraged.