考虑多尺度颗粒形态的福建河砂层析DEM模拟

IF 6.2 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS
Wei Xiong , Zeyu Wang , Jianfeng Wang
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引用次数: 0

摘要

采用层析导数离散元法(DEM)对三轴剪切作用下福建河砂进行了数值模拟。采用x射线μCT实验提取颗粒形态,基于数字孪生的模型标定获取模型参数,基于球面谐波的不同长度尺度形态基因突变主成分分析,以及虚拟三轴试验的DEM模拟。在不同长度尺度下,生成了包含三种形态基因突变程度的26个DEM样本。在这种情况下,可以成功地分离出每个长度尺度上的颗粒形态,以突出其对给定颗粒组合内外部负载分配的特定贡献。研究发现,不同长度尺度的颗粒形态对颗粒土微观宏观力学行为的各个方面起着更为关键的作用。本研究结果为系统地连接三轴剪切作用下颗粒土的微观尺度特性和宏观尺度响应提供了新的视角。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Tomography-based DEM simulation of Fujian River sand considering multiscale particle morphology
This study conducts tomography-based derivative discrete element method (DEM) simulations of Fujian River sand under triaxial shear. It contains the X-ray μCT experiment for the particle morphology extraction, the digital twin-based model calibration for obtaining the model parameters, the spherical harmonic-based principal component analysis for the morphological gene mutation at different length scales, and the DEM simulations of virtual triaxial tests. 26 DEM samples were generated comprising three degrees of morphological gene mutation at different length scales. In this context, the particle morphology at each length scale can be successfully isolated to highlight its specific contribution to the allocation of external loadings within a given granular assemblage. It is found that particle morphology at different length scales plays a more crucial role in the various aspects of micro–macro mechanical behaviours of granular soils. The results of this study provide a novel viewpoint to systematically connect the micro-scale properties and macro-scale responses of granular soils under triaxial shear.
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来源期刊
Computers and Geotechnics
Computers and Geotechnics 地学-地球科学综合
CiteScore
9.10
自引率
15.10%
发文量
438
审稿时长
45 days
期刊介绍: The use of computers is firmly established in geotechnical engineering and continues to grow rapidly in both engineering practice and academe. The development of advanced numerical techniques and constitutive modeling, in conjunction with rapid developments in computer hardware, enables problems to be tackled that were unthinkable even a few years ago. Computers and Geotechnics provides an up-to-date reference for engineers and researchers engaged in computer aided analysis and research in geotechnical engineering. The journal is intended for an expeditious dissemination of advanced computer applications across a broad range of geotechnical topics. Contributions on advances in numerical algorithms, computer implementation of new constitutive models and probabilistic methods are especially encouraged.
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