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    Discussion of “<i>Liquefaction Evaluation Procedure</i>” by Steve J. Poulos, Gonzalo Castro, and John W. France (June, 1985, Vol. 111, No. 6) 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 002
    Author(s): B. L. Kutter
    Publisher: American Society of Civil Engineers
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    Settlement, Sliding, and Liquefaction Remediation of Layered Soil 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 011
    Author(s): A. Balakrishnan; B. L. Kutter
    Publisher: American Society of Civil Engineers
    Abstract: A series of highly instrumented, large-scale centrifuge models have been tested to investigate the extent of remediation required to control settlement and lateral sliding of soil deposits at a hypothetical bridge site. ...
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    Centrifuge Modeling of Seismically Induced Uplift for the BART Transbay Tube 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 008
    Author(s): J. C. Chou; B. L. Kutter; T. Travasarou; J. M. Chacko
    Publisher: American Society of Civil Engineers
    Abstract: The BART Transbay Tube (TBT) is an immersed cut-and-cover subway tunnel that runs from Oakland to San Francisco, California. The loose sand and gravel backfills placed around the tunnel are considered to be liquefiable, ...
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    Centrifuge Modeling of Transport Processes for Pollutants in Soils 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 002
    Author(s): K. Arulanandan; P. Y. Thompson; B. L. Kutter; N. J. Meegoda; K. K. Muraleetharan; C. Yogachandran
    Publisher: American Society of Civil Engineers
    Abstract: The physico‐chemical processes of advection, dispersion, adsorption, and degradation that control pollutant transport processes in groundwater are described. Dimensional analysis is presented, and the scaling requirements ...
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    Seismically Induced Flow Slide on Centrifuge 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 012
    Author(s): K. Arulanandan; C. Yogachandran; K. K. Muraleetharan; B. L. Kutter; G. S. Chang
    Publisher: American Society of Civil Engineers
    Abstract: Some initial results of centrifuge model tests to examine the mechanism causing flow failure of a less permeable layer resting on a more permeable layer, subjected to seismic loading conditions, is presented. The centrifuge ...
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