Wenqiang Chen , Changdong Li , Haibing Yu , Wenmin Yao , Xihui Jiang , Yinbin Zhu , Wenping Gong , Filippo Catani
{"title":"基于贝叶斯序列更新框架的节理粗糙系数的概率表征","authors":"Wenqiang Chen , Changdong Li , Haibing Yu , Wenmin Yao , Xihui Jiang , Yinbin Zhu , Wenping Gong , Filippo Catani","doi":"10.1016/j.compgeo.2025.107616","DOIUrl":null,"url":null,"abstract":"<div><div>The probabilistic characteristics of joint roughness coefficient (JRC) are critical for risk assessment and reliability-based design in rock engineering involving jointed rock masses. Direct measurements are often laborious and limited, while empirical models using various topographic metrics typically yield inconsistent JRC estimates, posing challenges for reliable result selection. Thus, effectively combining multi-metric evaluations for reasonable probabilistic JRC characterization remains an urgent task. For this purpose, this paper proposes a novel Bayesian sequential updating (BSU) framework that considers the inherent uncertainties in various JRC estimation models and innovatively incorporates correlations among multi-source metrics using multivariate normal, Gaussian copula, and Vine copula models, respectively. Furthermore, the Bayesian model averaging (BMA) technique is employed for the first time to address the selection uncertainty in Vine copula-based dependence structures. Three real-life datasets of root mean square of the average local slope (<span><math><msub><mi>Z</mi><mtext>2</mtext></msub></math></span>), ultimate slope of the profile (<span><math><msub><mtext>R</mtext><mi>max</mi></msub></math></span>), and standard deviation of undulation angle (<span><math><msub><mtext>SD</mtext><mtext>i</mtext></msub></math></span>) are sequentially integrated into the proposed BSU framework to generate massive equivalent JRC sample sets, through which the statistics and probability distribution of JRC are analyzed. The results show that the proposed BSU framework significantly outperforms the conventional BSU with independence assumptions. As more multi-source information is integrated, it achieves better BSU results with comparable or superior accuracy to individual empirical models, circumventing the model selection challenge. The proposed approach demonstrates enhanced adaptability to limited datasets and broad generality for probabilistic characterization of data-constrained geotechnical parameters with correlated multi-source indirect information.</div></div>","PeriodicalId":55217,"journal":{"name":"Computers and Geotechnics","volume":"189 ","pages":"Article 107616"},"PeriodicalIF":6.2000,"publicationDate":"2025-09-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Probabilistic characterization of joint roughness coefficient through a novel Bayesian sequential updating framework\",\"authors\":\"Wenqiang Chen , Changdong Li , Haibing Yu , Wenmin Yao , Xihui Jiang , Yinbin Zhu , Wenping Gong , Filippo Catani\",\"doi\":\"10.1016/j.compgeo.2025.107616\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>The probabilistic characteristics of joint roughness coefficient (JRC) are critical for risk assessment and reliability-based design in rock engineering involving jointed rock masses. Direct measurements are often laborious and limited, while empirical models using various topographic metrics typically yield inconsistent JRC estimates, posing challenges for reliable result selection. Thus, effectively combining multi-metric evaluations for reasonable probabilistic JRC characterization remains an urgent task. For this purpose, this paper proposes a novel Bayesian sequential updating (BSU) framework that considers the inherent uncertainties in various JRC estimation models and innovatively incorporates correlations among multi-source metrics using multivariate normal, Gaussian copula, and Vine copula models, respectively. Furthermore, the Bayesian model averaging (BMA) technique is employed for the first time to address the selection uncertainty in Vine copula-based dependence structures. Three real-life datasets of root mean square of the average local slope (<span><math><msub><mi>Z</mi><mtext>2</mtext></msub></math></span>), ultimate slope of the profile (<span><math><msub><mtext>R</mtext><mi>max</mi></msub></math></span>), and standard deviation of undulation angle (<span><math><msub><mtext>SD</mtext><mtext>i</mtext></msub></math></span>) are sequentially integrated into the proposed BSU framework to generate massive equivalent JRC sample sets, through which the statistics and probability distribution of JRC are analyzed. The results show that the proposed BSU framework significantly outperforms the conventional BSU with independence assumptions. As more multi-source information is integrated, it achieves better BSU results with comparable or superior accuracy to individual empirical models, circumventing the model selection challenge. The proposed approach demonstrates enhanced adaptability to limited datasets and broad generality for probabilistic characterization of data-constrained geotechnical parameters with correlated multi-source indirect information.</div></div>\",\"PeriodicalId\":55217,\"journal\":{\"name\":\"Computers and Geotechnics\",\"volume\":\"189 \",\"pages\":\"Article 107616\"},\"PeriodicalIF\":6.2000,\"publicationDate\":\"2025-09-15\",\"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/S0266352X25005658\",\"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/S0266352X25005658","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}
Probabilistic characterization of joint roughness coefficient through a novel Bayesian sequential updating framework
The probabilistic characteristics of joint roughness coefficient (JRC) are critical for risk assessment and reliability-based design in rock engineering involving jointed rock masses. Direct measurements are often laborious and limited, while empirical models using various topographic metrics typically yield inconsistent JRC estimates, posing challenges for reliable result selection. Thus, effectively combining multi-metric evaluations for reasonable probabilistic JRC characterization remains an urgent task. For this purpose, this paper proposes a novel Bayesian sequential updating (BSU) framework that considers the inherent uncertainties in various JRC estimation models and innovatively incorporates correlations among multi-source metrics using multivariate normal, Gaussian copula, and Vine copula models, respectively. Furthermore, the Bayesian model averaging (BMA) technique is employed for the first time to address the selection uncertainty in Vine copula-based dependence structures. Three real-life datasets of root mean square of the average local slope (), ultimate slope of the profile (), and standard deviation of undulation angle () are sequentially integrated into the proposed BSU framework to generate massive equivalent JRC sample sets, through which the statistics and probability distribution of JRC are analyzed. The results show that the proposed BSU framework significantly outperforms the conventional BSU with independence assumptions. As more multi-source information is integrated, it achieves better BSU results with comparable or superior accuracy to individual empirical models, circumventing the model selection challenge. The proposed approach demonstrates enhanced adaptability to limited datasets and broad generality for probabilistic characterization of data-constrained geotechnical parameters with correlated multi-source indirect information.
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.