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    Liquefaction Potential Index: Field Assessment 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 004
    Author(s): Selcuk Toprak; Thomas L. Holzer
    Publisher: American Society of Civil Engineers
    Abstract: Cone penetration test (CPT) soundings at historic liquefaction sites in California were used to evaluate the predictive capability of the liquefaction potential index (LPI), which was defined by Iwasaki et al. in 1978. LPI ...
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    Closure to “Piezometer Performance at Wildlife Liquefaction Site, California” by T. Leslie Youd and Thomas L. Holzer 

    Source: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 012
    Author(s): T. Leslie Youd; Thomas L. Holzer
    Publisher: American Society of Civil Engineers
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    Piezometer Performance at Wildlife Liquefaction Site, California 

    Source: Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 006
    Author(s): T. Leslie Youd; Thomas L. Holzer
    Publisher: American Society of Civil Engineers
    Abstract: In response to an urgent need for field data from instrumented liquefaction sites, the U.S. Geological Survey in 1982 selected and instrumented a site in southern California called the Wildlife site. Two accelerometers ...
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    Liquefaction and Soil Failure During 1994 Northridge Earthquake 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 006
    Author(s): Thomas L. Holzer; Michael J. Bennett; Daniel J. Ponti; John C. Tinsley III
    Publisher: American Society of Civil Engineers
    Abstract: The 1994 Northridge, Calif., earthquake caused widespread permanent ground deformation on the gently sloping alluvial fan surface of the San Fernando Valley. The ground cracks and distributed deformation damaged both ...
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