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。第二部分:模型验证和应用

IF 3.4 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL International Journal for Numerical and Analytical Methods in Geomechanics Pub Date : 2024-12-28 DOI:10.1002/nag.3930
Zhijie Wang, Caglar Oskay, Alessandro Fascetti
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引用次数: 0

摘要

反向冲蚀管道(BEP)是导致防洪系统失效的主要内冲机制。迫切需要一个能够在多个尺度上预测BEP启动的关键水力条件,同时也考虑土壤变异性的模型。本研究提出并验证了一个包含土壤变异的新型多尺度概率BEP启动框架。该框架基于颗粒尺度概率模型、最薄弱环节理论和速率过程理论。本文提出的多尺度框架通过来自独立来源的广泛可用实验数据进行验证,包括在多个尺度上进行的测试。在使用小尺度实验数据进行校准后,该模型能够准确预测大尺度下的临界水力梯度(3-6个数量级的差异),包括捕获BEP启动的粒度依赖性和提供不确定性估计的能力。系统分析了不同土壤性质对多尺度临界水力条件的影响。
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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Multiscale Stochastic Modeling of Backward Erosion Piping Initiation, From Grain Kinetics to Weibull Statistics. Part II: Model Validation and Applications

Backward erosion piping (BEP) is a leading internal erosion mechanism for flood protection system failures. A model capable of predicting critical hydraulic conditions for BEP initiation at multiple scales while also incorporating soil variability is a pressing need. This study formulates and validates a novel multiscale probabilistic BEP initiation framework with incorporation of soil variability. The framework is based on a grain-scale probabilistic model and the weakest link theory, and the theory of rate processes. The multiscale framework proposed herein is validated through a wide range of available experimental data from independent sources, encompassing tests performed at multiple scales. Following calibration with small-scale experimental data, the model demonstrates accurate prediction of critical hydraulic gradients at larger scales (3–6 orders of magnitude difference), including the ability to capture the grain size dependence of BEP initiation and providing uncertainty estimates. A systematic analysis is performed to uncover the effects of different soil properties on multiscale critical hydraulic conditions.

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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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