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    Microstructural Interpretation on Reliquefaction of Saturated Granular Soils under Cyclic Loading 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 005
    Author(s): Masanobu Oda; Ken Kawamoto; Kiichi Suzuki; Hiroyuki Fujimori; Masayuki Sato
    Publisher: American Society of Civil Engineers
    Abstract: It is well known that the resistance to liquefaction of a saturated sand decreases sharply when it has been presheared, either cyclically or quasi statically, beyond a threshold value. The possible mechanism is discussed ...
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