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    Discussion of “<i>Earthquake Deformation of Centrifuge Model Banks</i>” by Bruce L. Kutter (December, 1984, Vol. 110, No. 12) 

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 001
    Author(s): Tam J. Larkin
    Publisher: American Society of Civil Engineers
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    Dynamic Response of Laterally Excited Pile Groups 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 001
    Author(s): James P. Burr; Michael J. Pender; Tam J. Larkin
    Publisher: American Society of Civil Engineers
    Abstract: Lateral dynamic experiments were performed on small-scale pile groups at two different sites, one with stiff soil and the other with soft soil. The pile diameters and spacings were varied to create spacing to diameter (
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    Laboratory Evaluation of Cement- and Lime-Treated Marginal Greywacke Aggregate 

    Source: Journal of Transportation Engineering, Part B: Pavements:;2019:;Volume ( 145 ):;issue: 003
    Author(s): Wentao Li; Douglas J. Wilson; Tam J. Larkin; Philippa M. Black
    Publisher: American Society of Civil Engineers
    Abstract: Seventy-five percent of aggregates are sourced from greywacke on North Island, New Zealand. Some of them are classified as marginal aggregates but need to be used in roads due to the cost of transporting high-quality ...
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