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    Pile-soil Stress Ratio of Pile-supported and Geogird-reinforced Composite Foundation

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2012:;Volume ( 006 ):;issue: 002
    Author:
    Long Jun
    ,
    Zhao Minghua
    ,
    Zhang Ling
    ,
    Zhang Genbao
    DOI: 10.1061/JHTRCQ.0000119
    Publisher: American Society of Civil Engineers
    Abstract: The load and deformation of the pile-capped horizontal reinforced cushion of the pile-supported and geogrid-reinforced composite foundation were discussed to obtain the deformation and the tension stress of the reinforced material. Treating the pile and the soil as linear elastic object, and considering the static equilibrium and the compatibility of deformation as well as the influence of the reinforced material, the calculation method of the pile-soil stress ratios in different depths of the reinforced material was deducted. This method takes the following influence factors into account: differential settlement between pile and soil, horizontal reinforced cushion, pile distance, diameter of the pile cap and so on. Finally, to validate the proposed method, a case study was illustrated, which shows that the calculated value is close to the observed value. The pile-soil stress ratio and the bearing capacity of the composite foundation will be higher after setting up the horizontal reinforced mattress. This method is feasible for calculating the pile-soil stress ratio of the pile-supported and geogird-reinforced composite foundation.
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      Pile-soil Stress Ratio of Pile-supported and Geogird-reinforced Composite Foundation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/70669
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    • Journal of Highway and Transportation Research and Development (English Edition)

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    contributor authorLong Jun
    contributor authorZhao Minghua
    contributor authorZhang Ling
    contributor authorZhang Genbao
    date accessioned2017-05-08T22:04:48Z
    date available2017-05-08T22:04:48Z
    date copyrightJune 2012
    date issued2012
    identifier otherjhtrcq%2E0000119.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70669
    description abstractThe load and deformation of the pile-capped horizontal reinforced cushion of the pile-supported and geogrid-reinforced composite foundation were discussed to obtain the deformation and the tension stress of the reinforced material. Treating the pile and the soil as linear elastic object, and considering the static equilibrium and the compatibility of deformation as well as the influence of the reinforced material, the calculation method of the pile-soil stress ratios in different depths of the reinforced material was deducted. This method takes the following influence factors into account: differential settlement between pile and soil, horizontal reinforced cushion, pile distance, diameter of the pile cap and so on. Finally, to validate the proposed method, a case study was illustrated, which shows that the calculated value is close to the observed value. The pile-soil stress ratio and the bearing capacity of the composite foundation will be higher after setting up the horizontal reinforced mattress. This method is feasible for calculating the pile-soil stress ratio of the pile-supported and geogird-reinforced composite foundation.
    publisherAmerican Society of Civil Engineers
    titlePile-soil Stress Ratio of Pile-supported and Geogird-reinforced Composite Foundation
    typeJournal Paper
    journal volume6
    journal issue2
    journal titleJournal of Highway and Transportation Research and Development (English Edition)
    identifier doi10.1061/JHTRCQ.0000119
    treeJournal of Highway and Transportation Research and Development (English Edition):;2012:;Volume ( 006 ):;issue: 002
    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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