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Publications by [Costa Y. D.]

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<p>An experimental testing program was undertaken to investigate failure mechanisms induced by the active movement of a deep rectangular trapdoor underlying a granular soil. Reduced-scale models were tested under normal gravity as well as under an increased ...
Reference: Journal of Geotechnical and Geoenvironmental Enginering, ASCE, Vol. 135, No. 11, November, 2009
The mechanical response of a prototype embankment fill built with tire shreds and nongranular soil was evaluated. The test embankment consisted of three distinct sectons.
Reference: Transportation Research Record: Journal of the Transportation Research Board, December, No. 1874, TRB, National Research Council, Washington, D.C, 2004