Failure Mechanisms of Unsaturated Soil Slopes under Rainstorms in Rio de Janeiro, Brazil: An Overview
Author:
Affiliation:
1. Dept. of Civil and Environmental Engineering, Pontifical Catholic Univ. of Rio de Janeiro (DEC/PUC-Rio), 22453-900, Rio de Janeiro, Brazil.
2. Pontifical Catholic Univ. of Rio de Janeiro (DEC/PUC-Rio), 22453-900, Rio de Janeiro, Brazil.
Publisher
American Society of Civil Engineers
Link
http://ascelibrary.org/doi/pdf/10.1061/9780784481677.004
Reference89 articles.
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2. Amaral C.P. (2008). Geologic risk in urban environments - the recent landslide at Rebouças Tunnel. Cities and Their Underground Environment: II European Conference of the International Association for Engineering Geology Madrid Spain.
3. Andrade M.H.N. (1990). Back analysis of the landslide at the Cactáreo Jardim Botânico: failure mechanisms. M.Sc. Dissertation DEC/PUC-Rio (in Portuguese).
4. Antunes F.S.; Polivanov H.; Carrero H.P. & de Campos T.M.P. (2015). Soils: contribution for engineering geology studies. Anuário do Instituto de Geociências - UFRJ Vol. 38-1 pp. 180-198; doi: http://dx.doi.org/10.11137/2015_1_180_198 (in Portuguese).
5. Avelar A.S.; Coelho Netto A.L.; Lacerda W.A.; Becker L.B. & Mendonça M.B. (2011). Mechanisms of the recent catastrophic landslides in the mountainous range of Rio de Janeiro Brazil. In: Proc.2 nd World Landslide Forum Rome 6p.
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