IF 5.6 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Hejian Zhu, Andrew J. Whittle, Roland J.-M. Pellenq
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引用次数: 0

摘要

粘土矿物的机械特性在很大程度上取决于组成颗粒的化学成分和中尺度结构。本文介绍了一系列中尺度分子动力学模拟结果,模拟了 103 个伊利石原生颗粒初始随机定向组合的静水压力和剪切应变行为。这些颗粒被模拟为刚体椭圆体,通过单点盖-伯恩势函数相互作用。这相当于一个粗粒度模型,它基于事先通过自由能扰动法计算出的成对粒子间以水为介质的相互作用的平均力势的原子尺度。我们研究了封闭压力从 1.0 到 125 atm 的 NPT 平衡组装体的中尺度结构,包括与卸载和重载相关的路径依赖性。我们分析并量化了几何排列,包括颗粒取向、比表面积、颗粒堆叠/聚集的特性以及堆叠对相关函数。每个颗粒组件的压缩都会导致空隙率发生不可恢复的巨大变化,而卸载和重新加载则会产生小得多且基本可恢复的体积应变。其结果与实验室测试报告的宏观压缩行为在性质上十分相似。我们通过一系列应变控制步骤模拟了每种平衡压力状态下的单轴和剪切行为,允许每一步计算出的病毒应力完全松弛。模拟研究了应变偏差达 0.2% 时剪切行为的方向和路径依赖性。结果显示,在应变水平(\sim\)0.01%时,非线性刚度特性开始出现,并且在卸载和重载时出现滞后行为。颗粒组件的小应变刚度特性与所报道的伊利石粘土的准静态弹性刚度特性非常一致。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Mesoscale simulation of the compression and small-strain elastic shear behavior of illite nanoparticle assemblies

The mechanical properties of clay minerals are largely dependent upon the chemical compositions and the mesoscale fabrics of the constituent particles. This paper describes results of a series of mesoscale molecular dynamics simulations of the hydrostatic compression and shear strain behavior for initially randomly oriented assemblies of 103 illite primary particles. The particles are simulated as rigid-body ellipsoids that interact through the single-site, Gay–Berne potential function. This corresponds to a coarse-grained model based on prior atomistic scale computation of the potential of mean force for water-mediated interactions between pairs of particles through free energy perturbation method. We investigate the mesoscale fabrics of the NPT-equilibrated assemblies for confining pressures ranging from 1.0 to 125 atm, including path dependence associated with unloading and reloading. We analyze and quantify the geometric arrangement including particle orientation, specific surface area, properties of particle stacks/aggregates, and interstack pair correlation functions. The compression of each particle assembly is associated with large irrecoverable changes in void ratio, while unloading and reloading involves much smaller, largely recoverable volumetric strains. The results are qualitatively similar to macroscopic compression behavior reported in laboratory tests. We simulate the uniaxial and shear behavior at each of the equilibrated pressure states through a series of strain-controlled steps, allowing full relaxation of the virial stresses computed at each step. The simulations investigate directional and path dependence of the shear behavior for strain deviations up to 0.2%. The results show the onset on nonlinear stiffness properties at strain levels \(\sim\)0.01% and hysteretic behavior upon unloading and reloading. Small-strain stiffness properties of the particle assemblies are qualitatively in good agreement with quasi-static, elastic stiffness properties reported for illitic clays.

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来源期刊
Acta Geotechnica
Acta Geotechnica ENGINEERING, GEOLOGICAL-
CiteScore
9.90
自引率
17.50%
发文量
297
审稿时长
4 months
期刊介绍: Acta Geotechnica is an international journal devoted to the publication and dissemination of basic and applied research in geoengineering – an interdisciplinary field dealing with geomaterials such as soils and rocks. Coverage emphasizes the interplay between geomechanical models and their engineering applications. The journal presents original research papers on fundamental concepts in geomechanics and their novel applications in geoengineering based on experimental, analytical and/or numerical approaches. The main purpose of the journal is to foster understanding of the fundamental mechanisms behind the phenomena and processes in geomaterials, from kilometer-scale problems as they occur in geoscience, and down to the nano-scale, with their potential impact on geoengineering. The journal strives to report and archive progress in the field in a timely manner, presenting research papers, review articles, short notes and letters to the editors.
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