岩石结构不精确矩无关全局敏感性分析的贝叶斯多模型推理方法

IF 9.4 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Journal of Rock Mechanics and Geotechnical Engineering Pub Date : 2023-11-01 DOI:10.1016/j.jrmge.2023.08.011
Akshay Kumar, Gaurav Tiwari
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引用次数: 0

摘要

传统的全局敏感性分析(GSA)忽略了由于数据集规模小而产生的输入岩石属性的概率特征(即分布类型及其参数)相关的认知不确定性,同时映射属性对模型响应的相对重要性。本文提出了一种增强贝叶斯多模型推理(BMMI)与GSA方法(BMMI-GSA)相结合的方法来解决这一问题,该方法估计了由于输入数据规模小而导致的岩石结构的矩无关灵敏度指标的不精确性。该方法采用BMMI来量化与模型类型和输入属性参数相关的认知不确定性。通过对候选概率模型采用重加权方法,将估计的不确定性传播到矩无关Borgonovo指数的估计不精度中。该方法在印度喜马拉雅地区一个易发生应力控制破坏的岩质边坡中得到了应用。由于该方法能够同时考虑模型类型和属性参数的不确定性,因此优于传统的GSA(忽略所有认知不确定性)和贝叶斯耦合GSA(忽略模型不确定性)。通过提出的方法估计的不精确的Borgonovo指数提供了灵敏度指数的置信区间,而不是它们的定点估计,这使得用户在数据收集工作中更加知情。对不同样本量进行的分析表明,随着样本量的增加,敏感性指标的不确定性显著降低。只有通过大样本才能对属性进行准确的重要性排序。此外,先验知识在先验范围和先验分布方面的影响是显著的;因此,任何相关的假设都应谨慎做出。
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A Bayesian multi-model inference methodology for imprecise moment-independent global sensitivity analysis of rock structures
Traditional global sensitivity analysis (GSA) neglects the epistemic uncertainties associated with the probabilistic characteristics (i.e. type of distribution type and its parameters) of input rock properties emanating due to the small size of datasets while mapping the relative importance of properties to the model response. This paper proposes an augmented Bayesian multi-model inference (BMMI) coupled with GSA methodology (BMMI-GSA) to address this issue by estimating the imprecision in the moment-independent sensitivity indices of rock structures arising from the small size of input data. The methodology employs BMMI to quantify the epistemic uncertainties associated with model type and parameters of input properties. The estimated uncertainties are propagated in estimating imprecision in moment-independent Borgonovo's indices by employing a reweighting approach on candidate probabilistic models. The proposed methodology is showcased for a rock slope prone to stress-controlled failure in the Himalayan region of India. The proposed methodology was superior to the conventional GSA (neglects all epistemic uncertainties) and Bayesian coupled GSA (B-GSA) (neglects model uncertainty) due to its capability to incorporate the uncertainties in both model type and parameters of properties. Imprecise Borgonovo's indices estimated via proposed methodology provide the confidence intervals of the sensitivity indices instead of their fixed-point estimates, which makes the user more informed in the data collection efforts. Analyses performed with the varying sample sizes suggested that the uncertainties in sensitivity indices reduce significantly with the increasing sample sizes. The accurate importance ranking of properties was only possible via samples of large sizes. Further, the impact of the prior knowledge in terms of prior ranges and distributions was significant; hence, any related assumption should be made carefully.
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来源期刊
Journal of Rock Mechanics and Geotechnical Engineering
Journal of Rock Mechanics and Geotechnical Engineering Earth and Planetary Sciences-Geotechnical Engineering and Engineering Geology
CiteScore
11.60
自引率
6.80%
发文量
227
审稿时长
48 days
期刊介绍: The Journal of Rock Mechanics and Geotechnical Engineering (JRMGE), overseen by the Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, is dedicated to the latest advancements in rock mechanics and geotechnical engineering. It serves as a platform for global scholars to stay updated on developments in various related fields including soil mechanics, foundation engineering, civil engineering, mining engineering, hydraulic engineering, petroleum engineering, and engineering geology. With a focus on fostering international academic exchange, JRMGE acts as a conduit between theoretical advancements and practical applications. Topics covered include new theories, technologies, methods, experiences, in-situ and laboratory tests, developments, case studies, and timely reviews within the realm of rock mechanics and geotechnical engineering.
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