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    Influence of Particle-Scale Properties on Fracture Behavior of Silica Sand

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 005::page 04021054-1
    Author:
    Siavash Amirrahmat
    ,
    Khalid A. Alshibli
    DOI: 10.1061/(ASCE)GM.1943-5622.0001986
    Publisher: ASCE
    Abstract: The distribution of stresses within individual granular particles subjected to one-dimensional (1D) confined compression is affected by various particle-scale properties, such as morphology, kinematics, position, crystal structure, and the interaction of the particles (i.e., the local contact network). A thorough examination of the effects of particle-scale properties on the variation of stresses within individual particles and the fracture of particles in granular materials is essential for the theoretical analysis and modeling of the engineering behavior of granular materials. In this study, three-dimensional (3D) synchrotron microcomputed tomography (SMT) and 3D X-ray diffraction microscopy (3DXRD) that are nondestructive techniques will be concurrently used to quantify the variation of internal particle stresses, as well as the particle-scale properties of a specimen composed of Ottawa sand that will be subjected to a 1D confined compression. The effects of the particle properties on the variation of the particles internal stresses and the fracture of particles will be studied in detail. The importance of the particle-scale properties based on their effect on the variation of particle stress will be ranked using a feature selection algorithm called RReliefF. The significant particle properties (kinematics, contact number, the relative orientation of the local contact network for the loading direction, and position) by the feature selection algorithm will be investigated further to uncover their influence on the internal particle stresses. In addition, the effects of the particle-scale properties on the fracture of the particles will be examined. The fracture of the sand particles proved to be a complex phenomenon that was controlled by particle-scale properties and by the interaction between the particles. The relative orientation of the fracture surface in the fractured particles was examined to assess the effect particle shape and local contact network of the particles on the fracture of the particles.
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      Influence of Particle-Scale Properties on Fracture Behavior of Silica Sand

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    contributor authorSiavash Amirrahmat
    contributor authorKhalid A. Alshibli
    date accessioned2022-02-01T00:22:10Z
    date available2022-02-01T00:22:10Z
    date issued5/1/2021
    identifier other%28ASCE%29GM.1943-5622.0001986.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4271332
    description abstractThe distribution of stresses within individual granular particles subjected to one-dimensional (1D) confined compression is affected by various particle-scale properties, such as morphology, kinematics, position, crystal structure, and the interaction of the particles (i.e., the local contact network). A thorough examination of the effects of particle-scale properties on the variation of stresses within individual particles and the fracture of particles in granular materials is essential for the theoretical analysis and modeling of the engineering behavior of granular materials. In this study, three-dimensional (3D) synchrotron microcomputed tomography (SMT) and 3D X-ray diffraction microscopy (3DXRD) that are nondestructive techniques will be concurrently used to quantify the variation of internal particle stresses, as well as the particle-scale properties of a specimen composed of Ottawa sand that will be subjected to a 1D confined compression. The effects of the particle properties on the variation of the particles internal stresses and the fracture of particles will be studied in detail. The importance of the particle-scale properties based on their effect on the variation of particle stress will be ranked using a feature selection algorithm called RReliefF. The significant particle properties (kinematics, contact number, the relative orientation of the local contact network for the loading direction, and position) by the feature selection algorithm will be investigated further to uncover their influence on the internal particle stresses. In addition, the effects of the particle-scale properties on the fracture of the particles will be examined. The fracture of the sand particles proved to be a complex phenomenon that was controlled by particle-scale properties and by the interaction between the particles. The relative orientation of the fracture surface in the fractured particles was examined to assess the effect particle shape and local contact network of the particles on the fracture of the particles.
    publisherASCE
    titleInfluence of Particle-Scale Properties on Fracture Behavior of Silica Sand
    typeJournal Paper
    journal volume21
    journal issue5
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0001986
    journal fristpage04021054-1
    journal lastpage04021054-21
    page21
    treeInternational Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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