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    Model Tests on Soil Movement during the Installation of Piles in Transparent Granular Soil

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 004
    Author:
    Yang Xiao
    ,
    Feng Yin
    ,
    Hanlong Liu
    ,
    Jian Chu
    ,
    Wengang Zhang
    DOI: 10.1061/(ASCE)GM.1943-5622.0000788
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents model tests on the displacement characteristics of flat-ended piles, pipe piles, and piles with a cone tip of 45º in a transparent granular soil. The testing setup consisted of transparent granular soil, a penetration device, a linear laser, a charge-coupled device (CCD) camera, and an optical platform. The transparent granular soil used in this study were made of fused quartz and a pore fluid with the same reflective index. The pore fluid was a mixture of n-paraffin C12 and food-grade White Oil 15. The positions of the granular-soil particles were registered by laser speckles, and the internal displacements of the particles during penetration were recorded by the CCD camera. The horizontal and vertical displacements of the granular soil and the zone of influence of penetration of different piles were determined by comparing the images of the granular soils before and after penetrations. On the basis of these data, the displacement field and sheltering effect of different piles are discussed, and the responses of the granular soil to the penetration of different types of piles are evaluated and compared.
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      Model Tests on Soil Movement during the Installation of Piles in Transparent Granular Soil

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4240050
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    • International Journal of Geomechanics

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    contributor authorYang Xiao
    contributor authorFeng Yin
    contributor authorHanlong Liu
    contributor authorJian Chu
    contributor authorWengang Zhang
    date accessioned2017-12-16T09:13:00Z
    date available2017-12-16T09:13:00Z
    date issued2017
    identifier other%28ASCE%29GM.1943-5622.0000788.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4240050
    description abstractThis paper presents model tests on the displacement characteristics of flat-ended piles, pipe piles, and piles with a cone tip of 45º in a transparent granular soil. The testing setup consisted of transparent granular soil, a penetration device, a linear laser, a charge-coupled device (CCD) camera, and an optical platform. The transparent granular soil used in this study were made of fused quartz and a pore fluid with the same reflective index. The pore fluid was a mixture of n-paraffin C12 and food-grade White Oil 15. The positions of the granular-soil particles were registered by laser speckles, and the internal displacements of the particles during penetration were recorded by the CCD camera. The horizontal and vertical displacements of the granular soil and the zone of influence of penetration of different piles were determined by comparing the images of the granular soils before and after penetrations. On the basis of these data, the displacement field and sheltering effect of different piles are discussed, and the responses of the granular soil to the penetration of different types of piles are evaluated and compared.
    publisherAmerican Society of Civil Engineers
    titleModel Tests on Soil Movement during the Installation of Piles in Transparent Granular Soil
    typeJournal Paper
    journal volume17
    journal issue4
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0000788
    treeInternational Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 004
    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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