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    Liquefaction Potential and Effective Stress of Fiber-Reinforced Sand during Undrained Cyclic Loading 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 007:;page 04021042-1
    Author(s): Xidong Zhang; Adrian R. Russell
    Publisher: ASCE
    Abstract: Adding fiber reinforcement to a loose sand alters the effective stress of the sand skeleton. The rate of pore water pressure build-up when undrained is reduced, and liquefaction may be delayed or prevented. Here the results ...
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    Assessing Liquefaction Resistance of Fiber-Reinforced Sand Using a New Pore Pressure Ratio 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 001
    Author(s): Xidong Zhang; Adrian R. Russell
    Publisher: ASCE
    Abstract: Mixing discrete flexible fibers into sand is a reinforcement technology that increases the sand’s strength as well as ability to resist liquefaction. This study demonstrates the mechanisms by which the applied loads are ...
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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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