D. D. Carvalho

Behavior of Laterally Top-Loaded Deep Foundations in Highly Porous and Collapsible Soil

P. Albuquerque, D. D. Carvalho, R. Kassouf, 2019, Journal of Materials in Civil Engineering.

Improvement of Collapsible Soil Conditions for Industrial Floors

D. D. Carvalho, R. Kassouf, Nelson L. FonteJr., 2017 .

Effects of the Construction Method on Pile Performance: Evaluation by Instrumentation. Part 2: Experimental Site at the Faculty of Engineering of the University of Porto

Jaime A. Santos, Paulo José Rocha de Albuquerque, António Viana da Fonseca, 2011, Soils and Rocks.

Effects of the Construction Method on Pile Performance: Evaluation by Instrumentation. Part 1: Experimental Site at the State University of Campinas

Jaime A. Santos, Paulo José Rocha de Albuquerque, António Viana da Fonseca, 2011, Soils and Rocks.

Utilization of SPT-T, CPT and DMT Tests to Predict the Ultimate Bearing Capacity of Precast Concrete Pile in Brazilian Unsaturated Residual Soil

Paulo José Rocha de Albuquerque, David de Carvalho, Anna Silvia Palcheco Peixoto, 2000 .

Behavior of Instrumented Continuous Flight Auger Piles in Sedimentary and Residual Soils

P. J. Albuquerque, D. D. Carvalho, C. T. D. B. Alledi, 2009 .