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    Seismic Response Characteristics of Liquefiable Sites with and without Sediment Ejecta Manifestation 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 006:;page 04021040-1
    Author(s): Daniel Hutabarat; Jonathan D. Bray
    Publisher: ASCE
    Abstract: Dynamic nonlinear effective stress analysis of 45 well-documented liquefaction field case histories provides insights on the seismic response of sites where simplified liquefaction triggering procedures indicated liquefaction ...
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    Estimating the Severity of Liquefaction Ejecta Using the Cone Penetration Test 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 148 ):;issue: 003:;page 04021195
    Author(s): Daniel Hutabarat; Jonathan D. Bray
    Publisher: ASCE
    Abstract: A cone penetration test (CPT)-based procedure to estimate liquefaction-induced ejecta severity is developed. The liquefaction ejecta demand parameter (LD) captures the amount of upward seepage pressure that can produce ...
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    Effective Stress Analysis of Liquefiable Sites to Estimate the Severity of Sediment Ejecta 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 005:;page 04021024-1
    Author(s): Daniel Hutabarat; Jonathan D. Bray
    Publisher: ASCE
    Abstract: The severity of liquefaction-induced ejecta manifestation for the 2010–2011 Canterbury earthquakes was overestimated or underestimated using simplified liquefaction ground-failure indices at several sites in Christchurch. ...
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