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    Study on Nonlinear Calculation Method of Load Transfer along Pile Shaft

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2006:;Volume ( 001 ):;issue: 001
    Author:
    Wei He
    ,
    Minghua Zhao
    ,
    Xinjun Zou
    DOI: 10.1061/JHTRCQ.0000145
    Publisher: American Society of Civil Engineers
    Abstract: Many static test data indicate that, the load transferring curves can be well fitted with hyperbola, so nonlinear analysis on behavior of load transferring along pile shaft is necessary. Therefore, the primary influential factors and calculation methods of side resistant were first discussed in this paper, then, the differential equation was established based upon the hyperbola model by load transfer method. According to this, considering the character of layered stratum and pile-soil interaction, the exact solution was obtained by power series. Lastly, the data of an engineering pile test was analyzed by the method and the result showed that the calculated values of pile-axial force agreed well with the measurement. The conclusion can be drawn that, the nonlinear calculation method based on hyperbola model can accurately describe the load transfer process and the calculation parameters can be easily obtained, which is a feasible calculation method in engineering.
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      Study on Nonlinear Calculation Method of Load Transfer along Pile Shaft

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    http://yetl.yabesh.ir/yetl1/handle/yetl/70696
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    • Journal of Highway and Transportation Research and Development (English Edition)

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    contributor authorWei He
    contributor authorMinghua Zhao
    contributor authorXinjun Zou
    date accessioned2017-05-08T22:04:50Z
    date available2017-05-08T22:04:50Z
    date copyrightDecember 2006
    date issued2006
    identifier otherjhtrcq%2E0000145.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70696
    description abstractMany static test data indicate that, the load transferring curves can be well fitted with hyperbola, so nonlinear analysis on behavior of load transferring along pile shaft is necessary. Therefore, the primary influential factors and calculation methods of side resistant were first discussed in this paper, then, the differential equation was established based upon the hyperbola model by load transfer method. According to this, considering the character of layered stratum and pile-soil interaction, the exact solution was obtained by power series. Lastly, the data of an engineering pile test was analyzed by the method and the result showed that the calculated values of pile-axial force agreed well with the measurement. The conclusion can be drawn that, the nonlinear calculation method based on hyperbola model can accurately describe the load transfer process and the calculation parameters can be easily obtained, which is a feasible calculation method in engineering.
    publisherAmerican Society of Civil Engineers
    titleStudy on Nonlinear Calculation Method of Load Transfer along Pile Shaft
    typeJournal Paper
    journal volume1
    journal issue1
    journal titleJournal of Highway and Transportation Research and Development (English Edition)
    identifier doi10.1061/JHTRCQ.0000145
    treeJournal of Highway and Transportation Research and Development (English Edition):;2006:;Volume ( 001 ):;issue: 001
    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
    yabeshDSpacePersian