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    Crushing of Soil Particles

    Source: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 010
    Author:
    Bobby O. Hardin
    DOI: 10.1061/(ASCE)0733-9410(1985)111:10(1177)
    Publisher: American Society of Civil Engineers
    Abstract: In order to understand the physics of the strength and stress‐strain behavior of soils and to devise mathematical models that adequately represent such behavior, it is important to define the degree to which the particles of an element of soil are crushed or broken during loading. The amount of particle crushing in a soil element under stress depends on particle size distribution, particle shape, state of effective stress, effective stress path, void ratio, particle hardness, and the presence or absence of water. Data are analyzed for single mineral soils and rockfill‐like materials and equations are presented that can be used to estimate the total breakage expected for a given soil subjected to a specified loading.
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      Crushing of Soil Particles

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    contributor authorBobby O. Hardin
    date accessioned2017-05-08T20:33:50Z
    date available2017-05-08T20:33:50Z
    date copyrightOctober 1985
    date issued1985
    identifier other%28asce%290733-9410%281985%29111%3A10%281177%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19674
    description abstractIn order to understand the physics of the strength and stress‐strain behavior of soils and to devise mathematical models that adequately represent such behavior, it is important to define the degree to which the particles of an element of soil are crushed or broken during loading. The amount of particle crushing in a soil element under stress depends on particle size distribution, particle shape, state of effective stress, effective stress path, void ratio, particle hardness, and the presence or absence of water. Data are analyzed for single mineral soils and rockfill‐like materials and equations are presented that can be used to estimate the total breakage expected for a given soil subjected to a specified loading.
    publisherAmerican Society of Civil Engineers
    titleCrushing of Soil Particles
    typeJournal Paper
    journal volume111
    journal issue10
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1985)111:10(1177)
    treeJournal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 010
    contenttypeFulltext
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