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    Closure to “Influence of Particle Size and Gradation on the Stress-Dilatancy Behavior of Granular Materials during Drained Triaxial Compression” by Samaneh Amirpour Harehdasht, Mourad Karray, Mahmoud N. Hussien, and Mohamed Chekired

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 012
    Author:
    Amirpour Harehdasht Samaneh;Karray Mourad;Hussien Mahmoud N.;Chekired Mohamed
    DOI: 10.1061/(ASCE)GM.1943-5622.0001299
    Publisher: American Society of Civil Engineers
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      Closure to “Influence of Particle Size and Gradation on the Stress-Dilatancy Behavior of Granular Materials during Drained Triaxial Compression” by Samaneh Amirpour Harehdasht, Mourad Karray, Mahmoud N. Hussien, and Mohamed Chekired

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4249857
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    • International Journal of Geomechanics

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    contributor authorAmirpour Harehdasht Samaneh;Karray Mourad;Hussien Mahmoud N.;Chekired Mohamed
    date accessioned2019-02-26T07:51:22Z
    date available2019-02-26T07:51:22Z
    date issued2018
    identifier other%28ASCE%29GM.1943-5622.0001299.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249857
    publisherAmerican Society of Civil Engineers
    titleClosure to “Influence of Particle Size and Gradation on the Stress-Dilatancy Behavior of Granular Materials during Drained Triaxial Compression” by Samaneh Amirpour Harehdasht, Mourad Karray, Mahmoud N. Hussien, and Mohamed Chekired
    typeJournal Paper
    journal volume18
    journal issue12
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0001299
    page7018019
    treeInternational Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 012
    contenttypeFulltext
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