This paper describes a numerical investigation into the deflection of the upstream membrane of rockfill dams during reservoir impounding. The influence of the angle of the upstream slope on the subsequent deflection suffered by the concrete face slab is investigated. The procedure used for this investigation takes into consideration the gradual change b...
View ArticleAn expedite method to predict the shear strength of unsaturated soils is proposed and tested against many soils of different origins and subjected to different test types. The method uses an empirical hyperbolic function that has been successfully used to fit experimental data. The parameters of this function are obtained considering effective shear str...
View ArticleThe paper deals with the analysis of static loading tests carried out in 3 different types of piles: bored piles with temporary casing, continuous flight auger, CFA, piles (bored and CFA piles with circular section - nominal diameter Ø600 mm) and driven piles (with square section - width 350 mm). These piles were installed in the CEFEUP/ISC&a...
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