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On-line Access: 2024-08-27

Received: 2023-10-17

Revision Accepted: 2024-05-08

Crosschecked: 2023-03-31

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Citations:  Bibtex RefMan EndNote GB/T7714

 ORCID:

Wei XIONG

https://orcid.org/0000-0003-0260-8776

Jian-feng WANG

https://orcid.org/0000-0002-6392-218X

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Journal of Zhejiang University SCIENCE A 2023 Vol.24 No.4 P.303-318

http://doi.org/10.1631/jzus.A2200226


Effect of morphological gene mutation and decay on energy dissipation behaviour of granular soils


Author(s):  Wei XIONG, Qi-min ZHANG, Jian-feng WANG

Affiliation(s):  Department of Architecture and Civil Engineering, City University of Hong Kong, Hong Kong, China; more

Corresponding email(s):   jefwang@cityu.edu.hk

Key Words:  X-ray micro-computed tomography (X-ray μ, CT), Spherical harmonic analysis (SHA), Discrete element method (DEM), Morphological gene mutation, Energy dissipation


Wei XIONG, Qi-min ZHANG, Jian-feng WANG. Effect of morphological gene mutation and decay on energy dissipation behaviour of granular soils[J]. Journal of Zhejiang University Science A, 2023, 24(4): 303-318.

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author="Wei XIONG, Qi-min ZHANG, Jian-feng WANG",
journal="Journal of Zhejiang University Science A",
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number="4",
pages="303-318",
year="2023",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A2200226"
}

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%T Effect of morphological gene mutation and decay on energy dissipation behaviour of granular soils
%A Wei XIONG
%A Qi-min ZHANG
%A Jian-feng WANG
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%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A2200226

TY - JOUR
T1 - Effect of morphological gene mutation and decay on energy dissipation behaviour of granular soils
A1 - Wei XIONG
A1 - Qi-min ZHANG
A1 - Jian-feng WANG
J0 - Journal of Zhejiang University Science A
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EP - 318
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PB - Zhejiang University Press & Springer
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DOI - 10.1631/jzus.A2200226


Abstract: 
In this paper, the x-ray micro-computed tomography (X-ray μ;CT), spherical harmonical-based principal component analysis (SH-PCA), and discrete element method (DEM) were incorporated to generate virtual samples with morphological gene mutation at different length scales. All samples were subjected to axial compression and constant confining stress. The effects of multiscale particle morphology on the stress-strain and energy storage/dissipation responses of granular soils were investigated. It is found that: (a) the effects of particle morphology on the initial stiffness, stress-strain, volumetric strain, and frictional energy dissipation behaviours are more pronounced for looser samples than for denser ones; (b) among different length scales, the particle morphology at the local roundness-level outperforms the one at the general form-level in dictating the macro-scale responses of granular soils; (c) the energy dissipation of a granular assemblage is a result of competition between particle morphology and initial void ratio.

形貌基因突变与衰减对于颗粒材料能量耗散行为的影响

作者:熊威1,章琪敏1,王剑锋1,2
机构:1香港城市大学,建筑与土木工程系,中国香港;2香港城市大学深圳研究院,建筑与土木工程系,中国深圳,518057
目的:本文旨在探讨不同尺度颗粒形貌特征对于砂土应力-应变以及能量耗散行为的影响。
方法:1.通过同步X射线计算断层扫描实验,提取高精度的真实颗粒形貌,并通过三维点云表征;2.通过基于球谐分析的主成分分析方法,构建不同尺度下颗粒形貌的突变与衰减;3.通过离散单元法仿真,模拟不同形貌试件的三轴剪切过程,并进一步讨论不同尺度颗粒形貌对于颗粒材料应力-应变以及能量耗散行为的影响。
结论:1.通过比较较松散和较密实的试件,发现对于较松散试件,颗粒形貌对颗粒材料的初始刚度、应力-应变、体积应变和摩擦能量耗散等响应的影响更为明显;2.对于不同尺度下的颗粒形貌,局部圆度较长径比对颗粒材料宏观响应的影响更大;3.颗粒材料的能量耗散行为由颗粒形貌和初始孔隙率共同决定。

关键词:X射线计算断层扫描;球谐分析;离散单元法;形貌基因突变;能量耗散

Darkslateblue:Affiliate; Royal Blue:Author; Turquoise:Article

Reference

[1]AlikaramiR, AndòE, Gkiousas-KapnisisM, et al., 2015. Strain localisation and grain breakage in sand under shearing at high mean stress: insights from in situ X-ray tomography. Acta Geotechnica, 10(1):15-30.

[2]AltuhafiFN, CoopMR, 2011. Changes to particle characteristics associated with the compression of sands. Géotechnique, 61(6):459-471.

[3]AndradeJE, AvilaCF, HallSA, et al., 2011. Multiscale modeling and characterization of granular matter: from grain kinematics to continuum mechanics. Journal of the Mechanics and Physics of Solids, 59(2):237-250.

[4]AzémaE, RadjaiF, DuboisF, 2013. Packings of irregular polyhedral particles: strength, structure, and effects of angularity. Physical Review E, 87(6):062203.

[5]BaoN, WeiJ, ChenJF, et al., 2020. 2D and 3D discrete num

[6]erical modelling of soil arching. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 21:350-365.

[7]ChenRC, DreossiD, ManciniL, et al., 2012. PITRE: software for phase-sensitive X-ray image processing and tomography reconstruction. Journal of Synchrotron Radiation, 19(5):836-845.

[8]ChengZ, WangJF, 2018a. Experimental investigation of inter-particle contact evolution of sheared granular materials using X-ray micro-tomography. Soils and Foundations, 58(6):1492-1510.

[9]ChengZ, WangJF, 2018b. A particle-tracking method for experimental investigation of kinematics of sand particles under triaxial compression. Powder Technology, 328:436-451.

[10]ChengZ, WangJF, CoopMR, et al., 2020a. A miniature triaxial apparatus for investigating the micromechanics of granular soils with in situ X-ray micro-tomography scanning. Frontiers of Structural and Civil Engineering, 14(2):357-373.

[11]ChengZ, ZhouB, WangJF, 2020b. Tracking particles in sands based on particle shape parameters. Advanced Powder Technology, 31(5):2005-2019.

[12]ChoGC, DoddsJ, SantamarinaJC, 2006. Particle shape effects on packing density, stiffness, and strength: natural and crushed sands. Journal of Geotechnical and Geoenvironmental Engineering, 132(5):591-602.

[13]CundallPA, StrackODL, 1979. A discrete numerical model for granular assemblies. Géotechnique, 29(1):47-65.

[14]de BonoJP, McDowellGR, 2014. DEM of triaxial tests on crushable sand. Granular Matter, 16(4):551-562.

[15]de BonoJP, McDowellGR, 2020. The effects of particle shape on the yielding behaviour of crushable sand. Soils and Foundations, 60(2):520-532.

[16]de BonoJP, McDowellGR, WanatowskiD, 2012. Discrete element modelling of a flexible membrane for triaxial testing of granular material at high pressures. Géotechnique Letters, 2(4):199-203.

[17]FazekasS, TörökJ, KertészJ, et al., 2006. Morphologies of three-dimensional shear bands in granular media. Physical Review E, 74(3):031303.

[18]FeiWB, NarsilioGA, 2020. Impact of three-dimensional sphericity and roundness on coordination number. Journal of Geotechnical and Geoenvironmental Engineering, 146(12):06020025.

[19]FonsecaJ, O’SullivanC, CoopMR, et al., 2012. Non-invasive characterization of particle morphology of natural sands. Soils and Foundations, 52(4):712-722.

[20]FonsecaJ, O’SullivanC, CoopMR, et al., 2013. Quantifying the evolution of soil fabric during shearing using directional parameters. Géotechnique, 63(6):487-499.

[21]GongJ, LiuJ, 2017. Effect of aspect ratio on triaxial compression of multi-sphere ellipsoid assemblies simulated using a discrete element method. Particuology, 32:49-62.

[22]GrigoriuM, GarbocziE, KafaliC, 2006. Spherical harmonic-based random fields for aggregates used in concrete. Powder Technology, 166(3):123-138.

[23]GutierrezM, WangJ, YoshimineM, 2009. Modeling of the simple shear deformation of sand: effects of principal stress rotation. Acta Geotechnica, 4(3):193-201.

[24]HallSA, BornertM, DesruesJ, et al., 2010. Discrete and continuum analysis of localised deformation in sand using X-ray μCT and volumetric digital image correlation. Géotechnique, 60(5):315-322.

[25]HasanA, AlshibliKA, 2010. Experimental assessment of 3D particle-to-particle interaction within sheared sand using synchrotron microtomography. Géotechnique, 60(5):369-379.

[26]HuangZY, YangZX, WangZY, 2008. Discrete element modeling of sand behavior in a biaxial shear test. Journal of Zhejiang University-SCIENCE A, 9(9):1176-1183.

[27]IwashitaK, OdaM, 2000. Micro-deformation mechanism of shear banding process based on modified distinct element method. Powder Technology, 109(1-3):192-205.

[28]JinZ, LuZ, YangY, 2021. Numerical analysis of column collapse by smoothed particle hydrodynamics with an advanced critical state-based model. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 22(11):882-893.

[29]KaratzaZ, AndòE, PapanicolopulosSA, et al., 2018. Evolution of deformation and breakage in sand studied using X-ray tomography. Géotechnique, 68(2):107-117.

[30]KawamotoR, AndòE, ViggianiG, et al., 2018. All you need is shape: predicting shear banding in sand with LS-DEM. Journal of the Mechanics and Physics of Solids, 111:375-392.

[31]KuhnMR, SunW, WangQ, 2015. Stress-induced anisotropy in granular materials: fabric, stiffness, and permeability. Acta Geotechnica, 10(4):399-419.

[32]LinX, NgTT, 1997. A three-dimensional discrete element model using arrays of ellipsoids. Géotechnique, 47(2):319-329.

[33]LiuX, GarbocziEJ, GrigoriuM, et al., 2011. Spherical harmonic-based random fields based on real particle 3D data: improved numerical algorithm and quantitative comparison to real particles. Powder Technology, 207(1-3):78-86.

[34]MaedaK, SakaiH, KondoA, et al., 2010. Stress-chain based micromechanics of sand with grain shape effect. Granular Matter, 12(5):499-505.

[35]MollonG, ZhaoJD, 2014. 3D generation of realistic granular samples based on random fields theory and fourier shape descriptors. Computer Methods in Applied Mechanics and Engineering, 279:46-65.

[36]NassauerB, LiedkeT, KunaM, 2013. Polyhedral particles for the discrete element method. Granular Matter, 15(1):85-93.

[37]NgTT, 2009. Particle shape effect on macro- and micro-behaviors of monodisperse ellipsoids. International Journal for Numerical and Analytical Methods in Geomechanics, 33(4):511-527.

[38]NieJY, CaoZJ, LiDQ, et al., 2021. 3D DEM insights into the effect of particle overall regularity on macro and micro mechanical behaviours of dense sands. Computers and Geotechnics, 132:103965.

[39]NieZH, FangCF, GongJ, et al., 2020. DEM study on the effect of roundness on the shear behaviour of granular materials. Computers and Geotechnics, 121:103457.

[40]OtsuN, 1979. A threshold selection method from gray-level histograms. IEEE Transactions on Systems, Man, and Cybernetics, 9(1):62-66.

[41]PeronaP, MalikJ, 1990. Scale-space and edge detection using anisotropic diffusion. IEEE Transactions on Pattern Analysis and Machine Intelligence, 12(7):629-639.

[42]QuTM, FengYT, WangY, et al., 2019. Discrete element modelling of flexible membrane boundaries for triaxial tests. Computers and Geotechnics, 115:103154.

[43]QuTM, WangM, FengYT, 2022. Applicability of discrete element method with spherical and clumped particles for constitutive study of granular materials. Journal of Rock Mechanics and Geotechnical Engineering, 14(1):240-251.

[44]RothenburgL, BathurstRJ, 1991. Numerical simulation of idealized granular assemblies with plane elliptical particles. Computers and Geotechnics, 11(4):315-329.

[45]SharmaA, Leib-DayAR, ThakurMM, et al., 2021. Effect of particle morphology on stiffness, strength and volumetric behavior of rounded and angular natural sand. Materials, 14(11):3023.

[46]StroevenP, HeH, StroevenM, 2011. Discrete element modelling approach to assessment of granular properties in concrete. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 12(5):335-344.

[47]SunQ, ZhengJX, 2021. Realistic soil particle generation based on limited morphological information by probability-based spherical harmonics. Computational Particle Mechanics, 8(2):215-235.

[48]ThakurMM, PenumaduD, 2021. Influence of friction and particle morphology on triaxial shearing of granular materials. Journal of Geotechnical and Geoenvironmental Engineering, 147(11):04021118.

[49]ViggianiG, AndòE, TakanoD, et al., 2015. Laboratory X-ray tomography: a valuable experimental tool for revealing processes in soils. Geotechnical Testing Journal, 38(1):61-71.

[50]WangJF, YanHB, 2012. DEM analysis of energy dissipation in crushable soils. Soils and Foundations, 52(4):644-657.

[51]WangX, YinZY, SuD, et al., 2022. A novel approach of random packing generation of complex-shaped 3D particles with controllable sizes and shapes. Acta Geotechnica, 17(2):355-376.

[52]WeiDH, WangJF, NieJY, et al., 2018. Generation of realistic sand particles with fractal nature using an improved spherical harmonic analysis. Computers and Geotechnics, 104:1-12.

[53]WenMJ, WangKH, WuWB, et al., 2021. Dynamic response of bilayered saturated porous media based on fractional thermoelastic theory. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 22:992-1004.

[54]WuMM, WangJF, RussellA, et al., 2021. DEM modelling of mini-triaxial test based on one-to-one mapping of sand particles. Géotechnique, 71(8):714-727.

[55]WuZJ, LiZL, HuangWD, et al., 2012. Comparisons of nozzle orifice processing methods using synchrotron X-ray micro-tomography. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 13(3):182-188.

[56]XiaoY, LongLH, Matthew EvansT, et al., 2019. Effect of particle shape on stress-dilatancy responses of medium-dense sands. Journal of Geotechnical and Geoenvironmental Engineering, 145(2):04018105.

[57]XiongW, WangJF, 2021. Gene mutation of particle morphology through spherical harmonic-based principal component analysis. Powder Technology, 386:176-192.

[58]XiongW, WangJF, ChengZ, 2020. A novel multi-scale particle morphology descriptor with the application of SPHERICAL harmonics. Materials, 13(15):3286.

[59]YangJ, LuoXD, 2015. Exploring the relationship between critical state and particle shape for granular materials. Journal of the Mechanics and Physics of Solids, 84:196-213.

[60]YinZY, JinYF, ZhangX, 2021. Large deformation analysis in geohazards and geotechnics. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 22:851-855.

[61]ZhangWC, WangJF, JiangMJ, 2013. DEM-aided discovery of the relationship between energy dissipation and shear band formation considering the effects of particle rolling resistance. Journal of Geotechnical and Geoenvironmental Engineering, 139(9):1512-1527.

[62]ZhaoB, WangJ, CoopMR, et al., 2015. An investigation of single sand particle fracture using X-ray micro-tomography. Géotechnique, 65(8):625-641.

[63]ZhaoBD, WangJF, 2016. 3D quantitative shape analysis on form, roundness, and compactness with μCT. Powder Technology, 291:262-275.

[64]ZhaoBD, WangJF, AndòE, et al., 2020. Investigation of particle breakage under one-dimensional compression of sand using X-ray microtomography. Canadian Geotechnical Journal, 57(5):754-762.

[65]ZhengJ, HryciwRD, 2017. Soil particle size and shape distributions by stereophotography and image analysis. Geotechnical Testing Journal, 40(2):317-328.

[66]ZhouB, WangJ, 2017. Generation of a realistic 3D sand assembly using X-ray micro-computed tomography and spherical harmonic-based principal component analysis. International Journal for Numerical and Analytical Methods in Geomechanics, 41(1):93-109.

[67]ZhouB, HuangRQ, WangHB, et al., 2013. DEM investigation of particle anti-rotation effects on the micromechanical response of granular materials. Granular Matter, 15(3):315-326.

[68]ZhouB, WangJF, ZhaoBD, 2015. Micromorphology characterization and reconstruction of sand particles using micro X-ray tomography and spherical harmonics. Engineering Geology, 184:126-137.

[69]ZhouB, WangJ, WangH, 2018. A novel particle tracking method for granular sands based on spherical harmonic rotational invariants. Géotechnique, 68(12):1116-1123.

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