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    Probabilistic Predictive Model for Liquefaction Triggering in Layered Sites Improved with Dense Granular Columns 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 010:;page 04021100-1
    Author(s): Juan Carlos Tiznado; Shideh Dashti; Christian Ledezma
    Publisher: ASCE
    Abstract: This paper presents a probabilistic model for evaluating the liquefaction-triggering hazard in level, layered, and saturated granular soil profiles improved with dense granular columns (DGCs). The model is developed using ...
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    Performance of Embankments on Liquefiable Soils Improved with Dense Granular Columns: Observations from Case Histories and Centrifuge Experiments 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 009
    Author(s): Juan Carlos Tiznado; Shideh Dashti; Christian Ledezma; Brad P. Wham; Mahir Badanagki
    Publisher: ASCE
    Abstract: Dense granular columns (DGCs) are generally known to mitigate the liquefaction hazard through a combination of (1) installation-induced ground densification, (2) enhanced drainage, and (3) shear reinforcement. ...
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