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    Volume 39, Issue 2 (March 2016)

    Discussion of “Effect of Overconsolidation on K0 in Centrifuge Models Using CPT and Tactile Pressure Sensor” by W. El-Sekelly, T. Abdoun, and R. Dobry. The Regular Article Was Published in Geotechnical Testing Journal, Vol. 38, No. 2, 2015. [DOI:10.1520/GTJ20140101]

    (Received 9 August 2015; accepted 4 September 2015)

    Published Online: 2016

    CODEN: GTJOAD

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    Abstract

    This discussion dealt with two questions: (1) Is data from tactile sensing technologies reliable enough to consider basic conceptions of soil mechanics? and (2) Has the calibration of tactile sensing devices been rigorously approached, and is there sufficient basis to apply tactile sensing to particulate media with all the issues that it may involve, such as particle size, compliance, stiffness, stress history, and time dependence? On the face of things, it seems that the submission of El-Sekelly et al. has not included a rigorous approach.


    Author Information:

    Talesnick, M. L.
    Faculty of Civil Engineering, Dept. of Geotechnology, Israel Institute of Technology, Technion City, Haifa,


    Stock #: GTJ20150175

    ISSN: 0149-6115

    DOI: 10.1520/GTJ20150175

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    Author
    Title Discussion of “Effect of Overconsolidation on K0 in Centrifuge Models Using CPT and Tactile Pressure Sensor” by W. El-Sekelly, T. Abdoun, and R. Dobry. The Regular Article Was Published in Geotechnical Testing Journal, Vol. 38, No. 2, 2015. [DOI:10.1520/GTJ20140101]
    Symposium , 0000-00-00
    Committee D18