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Jaime Santos
Jaime Santos
Email verificata su civil.ist.utl.pt - Home page
Titolo
Citata da
Citata da
Anno
Reference threshold shear strain of soil. Its application to obtain an unique strain-dependent shear modulus curve for soil
JA Santos, G Correia
15th International Conference on Soil Mechanics and Geotechnical Engineering …, 2001
2152001
Characterization of a profile of residual soil from granite combining geological, geophysical and mechanical testing techniques
AVD Fonseca, J Carvalho, C Ferreira, JA Santos, F Almeida, E Pereira, ...
Geotechnical & Geological Engineering 24, 1307-1348, 2006
1192006
Comparison of simultaneous bender elements and resonant column tests on Porto residual soil
C Ferreira, A Viana da Fonseca, JA Santos
Geotechnical Symposium in Rome, 2006
592006
Time and frequency domain evaluation of bender element systems
J Camacho-Tauta, G Cascante, A Viana da Fonseca, JA Santos
Géotechnique 65 (Issue 7), 548 –562, 2015
572015
Elasto-plastic constitutive modelling of soil-structure interfaces under monotonic and cyclic loading
SC D'Aguiar, A Modaressi, JA Santos, F Lopez-Caballero
Computers and Geotechnics 38, 430-447, 2011
562011
Seismic response of shallow circular tunnels in two-layered ground
RC Gomes, F Gouveia, D Torcato, JA Santos
Soil Dynamics and Earthquake Engineering 75, 37–43, 2015
552015
Shear modulus of soils under cyclic loading at small and medium strain level
JA Santos, G Correia
12th World Conference on Earthquake Engineering, 2000
452000
Analysis of piles in a residual soil - The ISC´2 prediction
B Fellenius, JA Santos, A Viana da Fonseca
Canadian Geotechnical Journal 44, 201-220, 2007
342007
Caracterização de solos através de ensaios dinâmicos e cíclicos de torção: aplicação ao estudo do comportamento de estacas sob acções horizontais estáticas e dinâmicas
JA dos Santos
301999
Geotechnical characterization of a residual soil profile: the experimental site of the University of Porto
A Viana da Fonseca, J Carvalho, C Ferreira, C Tuna, E Costa, JA Santos
Geotechnical and Geophysical Site Characterization, vol. 2, 1361-1369, 2004
242004
Analysis of consistent soil–structure interface response in multi–directional shear tests by discrete element modeling
WB Chen, WH Zhou, JA dos Santos
Transportation Geotechnics 24, 100379, 2020
232020
Measurements of shear wave velocity by resonant-column test, bender element test and miniature accelerometers
J Camacho-Tauta, G Cascante, JA Santos, A Viana da Fonseca
2011 Pan-Am CGS Geotechnical Conference, 2011
222011
Analysis of piles in residual soil from granite considering residual loads
AJPV da Fonseca, J Alberto, EC Esteves, F Massad
222007
Compactação: elementos teóricos
JA Santos
Trabalho de Mestrado em Engenharia Civil (Instituto Superior Técnico …, 2008
202008
Soil characterization by dynamic and cyclic torsional shear test. Application to study of piles under static and dynamic horizontal loading
JA Santos
Ph. D. dissertation, Dept. Civil Eng., Technical Univ. of Lisbon, Lisbon …, 1999
201999
Validation of a strategy to predict secant shear modulus and damping of soils with an elastoplastic model
RC Gomes, JA Santos, A., F Modaressi, A. & Lopez-Caballero
KSCE Journal of Civil Engineering 20 (Issue 2), 609-622, 2016
182016
Análise dos temporais da costa oeste de Portugal Continental
C Pita, J Santos
Relatório PO_WAVES 1/89-A, 1989
171989
Validation of an elastoplastic model to predict secant shear modulus of natural soils by experimental results
JA Santos, A Gomes Correia, A Modaressi, F Lopez-Caballero, ...
3rd International Symposium on Deformation Characteristics of Geomaterials …, 2003
162003
An Approach to Predict Shear Modulus of Soils in the Range of 10-6 to 10-2 Strain Levels
AG Correia, J Santos, JMC Barros, S Niyama
University of Missouri--Rolla, 2001
162001
Coimbra sand–round robin tests to evaluate liquefaction resistance
JA Santos, RC Gomes, JC Lourenço, F Marques, P Coelho, R Azeiteiro, ...
Proceedings of the 15th World Conference on Earthquake Engineering, Lisbon …, 2012
142012
Il sistema al momento non può eseguire l'operazione. Riprova più tardi.
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