Optimization‐based pore network modeling approach for determination of hydraulic conductivity function of granular soils

IF 3.4 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Suaiba Mufti, Arghya Das
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Abstract

A wide range of applications of unsaturated hydraulic conductivity is well known in geotechnical, hydrological, and agricultural engineering fields. The standard prediction models for hydraulic conductivity function overlook the complexity of soil pore structure and employ a simplistic approach based on the bundle of capillary tubes. This study proposes an alternative approach employing pore network models calibrated to match soil water retention data to predict the hysteretic hydraulic conductivity function of granular soils. A novel approach to constructing a multidirectional pore network built on an irregular lattice with variable coordination numbers is presented for the realistic representation of soil voids. The geometric and topological parameters of the pore network model are optimized using the genetic algorithm, and adequate pore‐scale processes (piston‐like advance and corner flow during drainage and piston‐like advance, pore body filling, and snap‐off during imbibition) are modeled to get reasonable predictions of hysteretic hydraulic conductivity functions over the entire suction range of granular soils. Comparisons between the pore network model results, standard physically based models, and measured data for a variety of granular soils show that the proposed pore network has a superior performance over other models and compares favorably to the experimental data.
基于优化的孔隙网络建模方法确定粒状土的导水函数
众所周知,非饱和导水性在岩土工程、水文工程和农业工程领域有着广泛的应用。标准的导水函数预测模型忽视了土壤孔隙结构的复杂性,采用了基于毛细管束的简单方法。本研究提出了另一种方法,即采用经校准的孔隙网络模型来预测粒状土的滞后水力传导函数,该模型与土壤保水数据相匹配。为了真实再现土壤空隙,本研究提出了一种新方法,即在具有可变配位数的不规则晶格上构建多向孔隙网络。利用遗传算法对孔隙网络模型的几何和拓扑参数进行了优化,并对适当的孔隙尺度过程(排水时的活塞式前进和角流,以及浸泡时的活塞式前进、孔体填充和折断)进行了建模,从而合理地预测了粒状土在整个吸力范围内的滞回水力传导函数。孔隙网络模型结果、基于物理的标准模型和各种粒状土的测量数据之间的比较表明,所提出的孔隙网络比其他模型具有更优越的性能,与实验数据相比也更胜一筹。
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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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