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    Discussion of “<i>Embankment Failure on Clay near Rio de Janeiro</i>” by J. A. Ramalho‐Ortigão, M. L. G. Werneck and W. A. Lacerda (November, 1983) 

    Source: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 002
    Author(s): M. S. S. Almeida
    Publisher: American Society of Civil Engineers
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    Yield, Strength, and Critical State Behavior of a Tropical Saturated Soil 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 011
    Author(s): M. M. Futai; M. S. S. Almeida; W. A. Lacerda
    Publisher: American Society of Civil Engineers
    Abstract: The paper reports laboratory investigations carried out on a tropical soil profile to study its compressibility, strength, critical state and limit state conditions, and their variation with depth. The soil profile comprises ...
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    Discussion of “<i>Centrifuge Evaluation of Numerical Model for Clay</i>” by Robert Y. K. Liang and James K. Mitchell (March, 1988, Vol. 114, No. 3) 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 004
    Author(s): M. C. R. Davies; M. S. S. Almeida; M. J. Gunn
    Publisher: American Society of Civil Engineers
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