Multiscale Stochastic Modeling of Backward Erosion Piping Initiation, From Grain Kinetics to Weibull Statistics. Part I: Analytical Derivations

IF 3.4 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Zhijie Wang, Caglar Oskay, Alessandro Fascetti
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Abstract

Backward erosion piping (BEP) is a significant contributor to failures in global flood protection infrastructure, yet it remains among the least understood geotechnical phenomena, particularly concerning the fundamental mechanisms driving its initiation. This study focuses on the development of a novel stochastic framework for the prediction of critical hydraulic gradients causing BEP initiation. The novelty of the study lies in the following: (1) the development of a grain-scale probabilistic model based on fundamental mechanisms by means of the theory of rate processes, (2) quantification of the influence of soil variability on BEP initiation probability by introducing an initiation probability function, and (3) an analytical framework reconciling grain kinetics of BEP initiation with the Weibull distribution. A particle-scale BEP initiation probabilistic model is first established based on fundamental grain kinetics under seepage flow by using the theory of rate processes. To investigate how soil variability influences initiation, a stochastic dual random lattice modeling framework is exercised, complemented by direct x-ray computed tomography measurements of soil variability conducted on sand samples. The analytical probabilistic model for BEP initiation closely aligns with the Weibull distribution, also demonstrating that soil variability influences both the scale and shape parameters of the distribution. This work establishes the linkage between probability of BEP initiation as described by the theory of rate processes and phenomenological Weibull statistics. Findings presented herein bring the potential to develop a multiscale probabilistic framework by means of Weibull statistics for evaluating the probability of BEP initiation at multiple scales.

Abstract Image

从颗粒动力学到威布尔统计的反向侵蚀管道起裂的多尺度随机模型。第一部分:解析推导
反向侵蚀管道(BEP)是导致全球防洪基础设施失效的一个重要因素,但它仍然是最不为人所知的岩土工程现象之一,特别是在驱动其启动的基本机制方面。本研究的重点是开发一种新的随机框架,用于预测引起BEP启动的临界水力梯度。本研究的新颖之处在于:(1)利用速率过程理论建立了基于基本机理的颗粒尺度概率模型;(2)通过引入起始概率函数量化土壤变异对BEP起始概率的影响;(3)建立了将BEP起始的颗粒动力学与威布尔分布相协调的分析框架。基于渗流作用下的基本颗粒动力学,应用速率过程理论,建立了颗粒级BEP起爆概率模型。为了研究土壤变异性如何影响起始,运用了随机双随机晶格模型框架,并辅以对沙土样品进行的土壤变异性的直接x射线计算机断层扫描测量。BEP起始的解析概率模型与Weibull分布密切一致,也表明土壤变异对分布的尺度和形状参数都有影响。这项工作建立了由速率过程理论和现象学威布尔统计描述的BEP起始概率之间的联系。本文提出的研究结果有可能通过威布尔统计来开发一个多尺度概率框架,以评估在多个尺度上BEP发生的概率。
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来源期刊
CiteScore
6.40
自引率
12.50%
发文量
160
审稿时长
9 months
期刊介绍: The journal welcomes manuscripts that substantially contribute to the understanding of the complex mechanical behaviour of geomaterials (soils, rocks, concrete, ice, snow, and powders), through innovative experimental techniques, and/or through the development of novel numerical or hybrid experimental/numerical modelling concepts in geomechanics. Topics of interest include instabilities and localization, interface and surface phenomena, fracture and failure, multi-physics and other time-dependent phenomena, micromechanics and multi-scale methods, and inverse analysis and stochastic methods. Papers related to energy and environmental issues are particularly welcome. The illustration of the proposed methods and techniques to engineering problems is encouraged. However, manuscripts dealing with applications of existing methods, or proposing incremental improvements to existing methods – in particular marginal extensions of existing analytical solutions or numerical methods – will not be considered for review.
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