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    Discussion of “<i>Settlement Analysis of Embankments on Soft Clays</i>” by G. Mesri and Y. K. Choi (April, 1985, Vol. 111, No. 4) 

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 009
    Author(s): F. Tavenas
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Permeability and Consolidation of Normally Consolidated Soils</i>” by A. Mahinda Samarasinghe, Yang H. Huang, and Vincent P. Drnevich (June, 1982) 

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 006
    Author(s): G. Mesri; F. Tavenas
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Strain Path Method</i>” by Mohsen M. Baligh (September, 1985, Vol. 111, No. 9) 

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 009
    Author(s): P. La Rochelle; S. Leroueil; F. Tavenas
    Publisher: American Society of Civil Engineers
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    Closure to “<i>Direct Determination of Permeability of Clay under Embankment</i>” by S. Leroueil, M. Diene, F. Tavenas, M. Kabbaj, and P. La Rochelle (June, 1988, Vol. 114, No. 6) 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 011
    Author(s): S. Lerouell; M. Diene; F. Tavenas; M. Kabbaj; P. La Rochelle
    Publisher: American Society of Civil Engineers
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    Direct Determination of Permeability of Clay under Embankment 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 006
    Author(s): S. Leroueil; M. Diene; F. Tavenas; M. Kabbaj; P. La Rochelle
    Publisher: American Society of Civil Engineers
    Abstract: Numerous methods are used to measure the permeability of clays in laboratory and in situ. It is well known that these methods lead to different
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