1
TITLE: Upper bounds for the 3D seismic active earth pressure coefficients
AUTHORS: Santana, T.; Antao, A.; Guerra, N.; da Silva, M. Vicente;
PUBLISHED: 2023, SOURCE: GEOTECHNIQUE LETTERS, VOLUME: 13, ISSUE: 1
INDEXED IN: WOS
2
TITLE: Effect of Void Ratio on K-0 of a Sand by Means of Triaxial Stress-Path Testing  Full Text
AUTHORS: Teresa Santana; Mariline Candeias;
PUBLISHED: 2018, SOURCE: GEOTECHNICAL AND GEOLOGICAL ENGINEERING, VOLUME: 36, ISSUE: 1
INDEXED IN: WOS
3
TITLE: Two dimensional upper and lower-bound numerical analysis of the basal stability of deep excavations in clay
AUTHORS: Santana, T; Vicente Da Silva, M; Antão, AN; Guerra, NC;
PUBLISHED: 2018, SOURCE: 9th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2018 in Numerical methods in geotechnical engineering IX, VOLUME: 2
INDEXED IN: Scopus
6
TITLE: Three-dimensional seismic active earth pressure coefficients using upper bound numerical limit analysis: A few preliminary results
AUTHORS: Santana, T; Guerra, NMC; Antão, AN; Vicente, DSM;
PUBLISHED: 2013, SOURCE: 18th International Conference on Soil Mechanics and Geotechnical Engineering, ICSMGE 2013 in 18th International Conference on Soil Mechanics and Geotechnical Engineering: Challenges and Innovations in Geotechnics, ICSMGE 2013, VOLUME: 2
INDEXED IN: Scopus
7
TITLE: Passive earth-pressure coefficients by upper-bound numerical limit analysis  Full Text
AUTHORS: Armando N Antao ; Teresa G Santana; Mario Vicente da Silva; Nuno M D da Costa Guerra;
PUBLISHED: 2011, SOURCE: CANADIAN GEOTECHNICAL JOURNAL, VOLUME: 48, ISSUE: 5
INDEXED IN: Scopus WOS
8
TITLE: Passive earth-pressure coefficients by upper-bound numerical limit analysis  Full Text
AUTHORS: Armando N Antão; Teresa G Santana; Mário Vicente da Silva; Nuno M da Costa Guerra;
PUBLISHED: 2011, SOURCE: Canadian Geotechnical Journal - Can. Geotech. J., VOLUME: 48, ISSUE: 5
INDEXED IN: CrossRef