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    Shaking Table Test on Mitigation of Liquefaction-Induced Tunnel Uplift by Helical Pile 

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 001:;page 04022243-1
    Author(s): Saber Nokande; Abdolhosein Haddad; Yaser Jafarian
    Publisher: American Society of Civil Engineers
    Abstract: The tunnels located in the shallow depths of loose saturated sand are significantly prone to liquefaction-induced uplift. Research works are, therefore, in progress to propose efficient techniques for mitigating uplift. ...
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    DSpace software copyright © 2002-2015  DuraSpace
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