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    Application of Modified Secant Modulus Method in Settlement Calculation

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2009:;Volume ( 004 ):;issue: 001
    Author:
    Li Youyun
    ,
    Xie Yongli
    ,
    Liu Baojian
    DOI: 10.1061/JHTRCQ.0000265
    Publisher: American Society of Civil Engineers
    Abstract: In order to calculate the settlement of foundation accurately, an undisturbed-soil modified secant modulus method was putted forward on the basis of the existing research results. The theory of traditional secant modulus method was modified by putting forward the concept of modification factor
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      Application of Modified Secant Modulus Method in Settlement Calculation

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/70827
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    contributor authorLi Youyun
    contributor authorXie Yongli
    contributor authorLiu Baojian
    date accessioned2017-05-08T22:05:04Z
    date available2017-05-08T22:05:04Z
    date copyrightJune 2009
    date issued2009
    identifier otherjhtrcq%2E0000265.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70827
    description abstractIn order to calculate the settlement of foundation accurately, an undisturbed-soil modified secant modulus method was putted forward on the basis of the existing research results. The theory of traditional secant modulus method was modified by putting forward the concept of modification factor
    publisherAmerican Society of Civil Engineers
    titleApplication of Modified Secant Modulus Method in Settlement Calculation
    typeJournal Paper
    journal volume4
    journal issue1
    journal titleJournal of Highway and Transportation Research and Development (English Edition)
    identifier doi10.1061/JHTRCQ.0000265
    treeJournal of Highway and Transportation Research and Development (English Edition):;2009:;Volume ( 004 ):;issue: 001
    contenttypeFulltext
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