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    Closure to “<i>Liquefaction Potential of Sands Using the CPT</i>” by Peter K. Robertson and Richard G. Campanella (March, 1985, Vol. 111, No. 3) 

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 006
    Author(s): Peter K. Robertson; Richard G. Campanella
    Publisher: American Society of Civil Engineers
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    Liquefaction Potential of Sands Using the CPT 

    Source: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 003
    Author(s): Peter K. Robertson; Richard G. Campanella
    Publisher: American Society of Civil Engineers
    Abstract: Existing methods for the evaluation of liquefaction potential using data obtained from the Cone Penetration Test (CPT) are reviewed. A modified CPT‐based method for the liquefaction assessment of sand is presented. Information ...
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    Undrained Anisotropic Monotonic Behavior of Sand from In Situ Tests 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 001
    Author(s): Debasis Roy; Richard G. Campanella; Peter M. Byrne; John Hughes
    Publisher: American Society of Civil Engineers
    Abstract: A procedure for estimating the undrained stress-strain behavior of sand from drained self-boring pressuremeter and seismic piezocone penetration tests is proposed in this paper. The procedure offers an inexpensive alternative ...
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    Discussion: State Parameter from Self-Boring Pressuremeter Tests in Sand 

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 005
    Author(s): Debasis Roy; Richard G. Campanella; John Hughes; Peter M. Byrne
    Publisher: American Society of Civil Engineers
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