Hierarchical Bayesian model for predicting small-strain stiffness of sand

IF 3 3区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Yuan‐qin Tao, K. Phoon, Honglei Sun, Yuanqiang Cai
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引用次数: 4

Abstract

This paper develops a hierarchical Bayesian model (HBM) that integrates the physical knowledge and the test data to predict the small-strain shear modulus Gmax for a target sand type. The limited target-specific data is combined with the abundant generic data through a hierarchical structure so that the variability of Gmax within one sand type and across different sand types can be captured. The hyperparameters that characterize the same underlying distribution of physical model parameters across all the sand types are first estimated from the abundant generic data. The model parameters for the new sand type are then updated as the limited site-specific data become available. The approach is illustrated using a generic database and two real examples not covered by the generic database. Multiple possible hierarchical models are compared in terms of model complexity and goodness-of-fit. The results show that the hierarchical modeling of small-strain shear modulus data is reasonable and necessary. The hierarchical model can provide less biased and more accurate predictions of Gmax compared to the commonly used complete pooling model, especially for cases where the site-specific data is quite different from the overall average of the generic database.
预测砂土小应变刚度的层次贝叶斯模型
本文建立了一种结合物理知识和试验数据的分层贝叶斯模型(HBM),用于预测目标砂型的小应变剪切模量Gmax。通过分层结构将有限的特定目标数据与丰富的一般数据相结合,从而可以捕获一种沙质类型内和不同沙质类型之间的Gmax变异性。首先从丰富的通用数据中估计出表征所有砂型物理模型参数相同底层分布的超参数。随着有限的现场特定数据的获得,新砂类型的模型参数也会随之更新。本文将使用一个通用数据库和两个通用数据库未涵盖的实际示例来说明该方法。在模型复杂度和拟合优度方面比较了多种可能的分层模型。结果表明,对小应变剪切模量数据进行分层建模是合理和必要的。与常用的完全池化模型相比,分层模型可以提供更少的偏差和更准确的Gmax预测,特别是在站点特定数据与通用数据库的总体平均值差异很大的情况下。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Canadian Geotechnical Journal
Canadian Geotechnical Journal 地学-地球科学综合
CiteScore
7.20
自引率
5.60%
发文量
163
审稿时长
7.5 months
期刊介绍: The Canadian Geotechnical Journal features articles, notes, reviews, and discussions related to new developments in geotechnical and geoenvironmental engineering, and applied sciences. The topics of papers written by researchers and engineers/scientists active in industry include soil and rock mechanics, material properties and fundamental behaviour, site characterization, foundations, excavations, tunnels, dams and embankments, slopes, landslides, geological and rock engineering, ground improvement, hydrogeology and contaminant hydrogeology, geochemistry, waste management, geosynthetics, offshore engineering, ice, frozen ground and northern engineering, risk and reliability applications, and physical and numerical modelling. Contributions that have practical relevance are preferred, including case records. Purely theoretical contributions are not generally published unless they are on a topic of special interest (like unsaturated soil mechanics or cold regions geotechnics) or they have direct practical value.
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