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Teresa Santana
Teresa Santana
Civil Engineering Department, FCT, Universidade NOVA de Lisboa
Dirección de correo verificada de fct.unl.pt
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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
442011
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
392016
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
282015
K 0 measurement in a sand using back volume change
T Santana, M Candeias
Soils Rocks 38 (1), 3-8, 2015
82015
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
72018
Computational tools for teaching graduate courses in geotechnical engineering
T Santana, P Lamas
International Conference on Engineering Education–ICEE, 3-7, 2007
72007
Teaching geotechnical works using professional practice
A Quintela, T Santana
Proceedings, International Conference on Engineering Education (ICEE …, 2007
62007
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
62005
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
52021
Modelos Físicos Simples de apoio ao Ensino da Geotecnia
PL T Santana
10º Congresso Nacional de Geotecnia, Lisboa, Portugal, 2006
42006
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
22023
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
22018
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
22018
PS Seismic Geomorphology by Spectral Decomposition Volume Interpretation for Basin-Scale Depositional System Delineation, Cuyo Group, Argentina
T Santana, DL Sanchez, W Brinkworth
22018
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
22013
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
22002
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
12021
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
12016
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
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