Passive earth-pressure coefficients by upper-bound numerical limit analysis AN Antão, TG Santana, M Vicente da Silva, NM da Costa Guerra Canadian Geotechnical Journal 48 (5), 767-780, 2011 | 44 | 2011 |
Three-dimensional active earth pressure coefficients by upper bound numerical limit analysis AN Antão, TG Santana, MV da Silva, NMC Guerra Computers and Geotechnics 79, 96-104, 2016 | 39 | 2016 |
To {ARC} or Not to {ARC} R Santana, S Lyons, R Koller, R Rangaswami, J Liu 7th USENIX Workshop on Hot Topics in Storage and File Systems (HotStorage 15), 2015 | 28 | 2015 |
K 0 measurement in a sand using back volume change T Santana, M Candeias Soils Rocks 38 (1), 3-8, 2015 | 8 | 2015 |
Effect of Void Ratio on K 0 of a Sand by Means of Triaxial Stress-Path Testing T Santana, M Candeias Geotechnical and Geological Engineering 36, 257-266, 2018 | 7 | 2018 |
Computational tools for teaching graduate courses in geotechnical engineering T Santana, P Lamas International Conference on Engineering Education–ICEE, 3-7, 2007 | 7 | 2007 |
Teaching geotechnical works using professional practice A Quintela, T Santana Proceedings, International Conference on Engineering Education (ICEE …, 2007 | 6 | 2007 |
Ensaios de caracterização laboratorial de solos com vista à sua utilização em arquitectura de terra crua T Santana, P Faria-Rodrigues IV Seminário Ibero-Americano de Construção em Terra. Monsaraz, 2005 | 6 | 2005 |
Effects of the ratio of porosity to volumetric cement content on the unconfined compressive strength of cement bound fine grained soils T Santana, J Gonçalves, F Pinho, R Micaelo Infrastructures 6 (7), 96, 2021 | 5 | 2021 |
Modelos Físicos Simples de apoio ao Ensino da Geotecnia PL T Santana 10º Congresso Nacional de Geotecnia, Lisboa, Portugal, 2006 | 4 | 2006 |
Two-dimensional basal stability of deep excavation in homogeneous clay deposit using upper bound numerical analysis NCG C Santos Josefino, T Santana, M Vicente da Silva, A Nunes Antão ISSMGE, NIIOSP & GRF, Moscow, 2010 | 3* | 2010 |
Upper bounds for the three-dimensional seismic active earth pressure coefficients T Santana, A Antão, N Guerra, M Vicente da Silva Géotechnique Letters 13 (1), 65-74, 2023 | 2 | 2023 |
Two dimensional upper and lower-bound numerical analysis of the basal stability of deep excavations in clay T Santana, MV da Silva, AN Antão, NC Guerra Numerical Methods in Geotechnical Engineering IX, Volume 2, 1197-1202, 2018 | 2 | 2018 |
Geomorfología sísmica mediante Descomposición Espectral para el Entendimiento del Modelo Geológico del Grupo Cuyo en la Cuenca Neuquina, Argentina D Sánchez, T Santana, W Brinkworth X Congreso de Exploración y Desarrollo de Hidrocarburos, Instituto Argentino …, 2018 | 2 | 2018 |
PS Seismic Geomorphology by Spectral Decomposition Volume Interpretation for Basin-Scale Depositional System Delineation, Cuyo Group, Argentina T Santana, DL Sanchez, W Brinkworth | 2 | 2018 |
Three-dimensional seismic active earth pressure coefficients using upper bound numerical limit analysis: a few preliminary results T Santana, NMC Guerra, AN Antão, M Vicente da Silva 18th International Conference on Soil Mechanics and Geotechnical Engineering …, 2013 | 2 | 2013 |
The influence of consistency of RCC in the quality of the joints between layers AB Ribeiro, T Santana, AS Gomes Proceedings of the International Conference on Roller Compacted Concrete Dam …, 2002 | 2 | 2002 |
Seismic performance of a RC building founded on soft stratified soils J Alves, T Santana, I Cismasiu Proceedings of the 1st Croatian Conference on Earthquake Engineering, 1199-1208, 2021 | 1 | 2021 |
Applying Rock Physics Towards Seismic Characterization: Case Study From an Unconventional Resource, Neuquén Basin, Argentina T Santana, RJ Weger, S Gandi, A D'Odorico, APK Ziyisyian AAPG Annual Convention and Exhibition, 2016 | 1 | 2016 |
Efeito do tempo de cura na resistência e deformabilidade de um solo argiloso ligado com cimento T Santana, J Dias, P Lamas Geotecnia, 25-47, 2023 | | 2023 |