The role of uncertainty in bedrock depth and hydraulic properties on the stability of a variably-saturated slope GJC Gomes, JA Vrugt, EA Vargas Jr, JT Camargo, RQ Velloso, ... Computers and Geotechnics 88, 222-241, 2017 | 30 | 2017 |
Toward improved prediction of the bedrock depth underneath hillslopes: Bayesian inference of the bottom‐up control hypothesis using high‐resolution topographic data GJC Gomes, JA Vrugt, EA Vargas Water Resources Research 52 (4), 3085-3112, 2016 | 22 | 2016 |
Proposition of a preventive procedure for geological risks in Ouro Preto-BR based on the history of occurrences and their correlation with rainfall. JMG Castro, FG Sobreira, RC Gomes, GJC Gomes Brazilian Journal of Geosciences, 2012 | 20* | 2012 |
A sustainability-oriented framework for the application of industrial byproducts to the base layers of low-volume roads GJC Gomes, AJ Magalhães, FLL Rocha, A Fonseca Journal of Cleaner Production 295, 126440, 2021 | 18 | 2021 |
Bayesian inference of rock strength anisotropy: Uncertainty analysis of the Hoek–Brown failure criterion GJC Gomes, JH Forero, EA Vargas Jr, JA Vrugt International Journal of Rock Mechanics and Mining Sciences 148, 104952, 2021 | 10 | 2021 |
Toward improved performance of unpaved roads: Laboratory tests and field investigation of a soil-byproduct base layer AJ Magalhães, GJC Gomes, PJM Pires Road Materials and Pavement Design 23 (1), 184-198, 2022 | 9 | 2022 |
Use of geoprocessing techniques in the zoning of landslide risk areas in Ouro Preto – MG GJC Gomes, FG Sobreira, JMG Castro Anais XIII Simpósio Brasileiro de Sensoriamento Remoto. Florianópolis: INPE, 2007 | 8* | 2007 |
A cross-anisotropic elastoplastic model applied to sedimentary rocks JH Forero, GJC Gomes, EA Vargas Jr, FOL Falcão, RQ Velloso International Journal of Rock Mechanics and Mining Sciences 132, 104419, 2020 | 6 | 2020 |
Design of highway rock slopes catchment area GJC Gomes, FG Sobreira, MS Lana Road materials and pavement design 13 (2), 396-402, 2012 | 6 | 2012 |
Temporal and spatial analysis of landslide risk in Ouro Preto-MG using a Geographic Information System GJC Gomes Ouro Preto, 2005 | 6* | 2005 |
Exploring extreme rainfall-triggered landslides using 3D unsaturated flow, antecedent moisture and spatially distributed soil depth JC Marotti, GJC Gomes, RQ Velloso, EAV Júnior, RS Nunes, ... Catena 229, 107241, 2023 | 5 | 2023 |
Ferronickel slag as free-draining rockfill dike material: a novel waste solution for mining regions JPR Costa, GJC Gomes, G Fernandes, DM Magarinos, A Fonseca, ... Journal of Material Cycles and Waste Management 25 (1), 128-143, 2023 | 4 | 2023 |
Blending Linz–Donawitz and Blast Furnace slags with the Kambara reactor byproduct to improve their reuse in roadworks AG Schumacher, GJC Gomes, DSG Schneider, PJM Pires, RGS Gomes Journal of Material Cycles and Waste Management 24 (6), 2555-2568, 2022 | 4 | 2022 |
A dual search-based EPR with self-adaptive offspring creation and compromise programming model selection GJC Gomes, RGS Gomes, EA Vargas Jr Engineering with Computers 38 (Suppl 3), 2155-2173, 2022 | 4 | 2022 |
In-situ regolith depth measurements by DPL tests GJC Gomes, JP Araújo, EA Vargas Jr, NF Fernandes Proceedings of the XVIII Brazilian conference on soil mechanics and …, 2016 | 4 | 2016 |
Avaliação do perigo de queda de blocos em rodovias. GJC Gomes, FG Sobreira | 4 | 2013 |
Assessment of highway rockfall hazards along roads GJC Gomes Programa de Pós-Graduação em Geotecnia. Núcleo de Geotecnia, Escola de Minas …, 2009 | 4* | 2009 |
A hybrid multi-step sensitivity-driven evolutionary polynomial regression enables robust model structure selection RGS Gomes, GJC Gomes, JA Vrugt Engineering Applications of Artificial Intelligence 116, 105421, 2022 | 3 | 2022 |
A coupled system based on Differential Evolution for the determination of Rainfall intensity equations GJC Gomes, EA Vargas Júnior RBRH 23, 2018 | 3 | 2018 |
Weathering resistance of Linz–Donawitz (LD) slag as ballast material using freeze-thaw and sulfate soundness HC Alves, GJC Gomes Transportation Geotechnics 40, 100973, 2023 | 2 | 2023 |