Zobrazeno 1 - 10
of 50
pro vyhledávání: '"Willy Alvarenga Lacerda"'
Publikováno v:
Geomechanics and Geophysics for Geo-Energy and Geo-Resources, Vol 10, Iss 1, Pp 1-17 (2024)
Abstract Mining tailings may be divided in non-plastic (sand, silty sand, or sandy silt tailings) and plastic (fine tailings, usually mixtures of silt and clay-sized particles). The understanding of the behavior of these materials is a great geotechn
Externí odkaz:
https://doaj.org/article/3e4f0e18f2a14fbf80b87e6899527287
Publikováno v:
Revista Brasileira de Geomorfologia, Vol 7, Iss 1 (2006)
O trabalho enfoca as causas da iniciação do fluxo detrítico da encosta do Soberbo, que, segundo a literatura, deveu-se ao impacto da queda de um bloco de rocha no solo saturado. Objetivando confirmar esta possibilidade de iniciação foram levan
Externí odkaz:
https://doaj.org/article/d381a18941a847b286203c2dff3f2ee7
Autor:
Thiago D. Gisbert Campos, Roney de Moura Gomes, Francisco R. Lopes, Tamara C. Freire, Willy Alvarenga Lacerda
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 174:682-696
Foundation piles can contribute to the stability of a slope thorough which they are installed as they have to be sheared or fail in bending for the full collapse of the slope. The classical design of open quays, consisting of a piled platform with a
Publikováno v:
Natural Hazards. 107:937-952
The city of Rio de Janeiro undergoes periods of intense rainfall, and due to its geological and topographic characteristics, it is highly susceptible to landslides. Numerous structures have been built in areas at risk for landslides, using substandar
Publikováno v:
Bulletin of Engineering Geology and the Environment. 81
Publikováno v:
Repositório Institucional da UFRN
Universidade Federal do Rio Grande do Norte (UFRN)
instacron:UFRN
Universidade Federal do Rio Grande do Norte (UFRN)
instacron:UFRN
Many slope failures in residual soils have been attributed to increased soil pore pressure. During the rainy season, water infiltration occurs, which can lead the slope to rupture by increasing the pore pressure. However, some landslides have been ob
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d93cb0a4313d79f2f5e3e0363d873bbe
https://repositorio.ufrn.br/handle/123456789/30524
https://repositorio.ufrn.br/handle/123456789/30524
Autor:
Willy Alvarenga Lacerda, Roberto Quental Coutinho, Amabelli Nunes dos Santos, Marilia Mary Silva
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 145
This paper describes the geological–geotechnical study of the occurrence of a mass movement on a hillside in the municipality of Camaragibe, Pernambuco state, Brazil. Comprehensive onsite g...
Publikováno v:
Slope Safety Preparedness for Impact of Climate Change ISBN: 9781315387789
Slope Safety Preparedness for Impact of Climate Change
Slope Safety Preparedness for Impact of Climate Change
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6aff958119727781dfb9a9e4e0355b4b
https://doi.org/10.1201/9781315387789-2
https://doi.org/10.1201/9781315387789-2
Publikováno v:
Landslides and Engineered Slopes. Experience, Theory and Practice ISBN: 9781315375007
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3f5929e136c867b0e8f233c77da29593
https://doi.org/10.1201/b21520-169
https://doi.org/10.1201/b21520-169
Autor:
André de Souza Avelar, Willy Alvarenga Lacerda, Juliana Santos Fabre, Tatiana Tavares Rodriguez
Publikováno v:
Anais do XVIII Congresso Brasileiro de Mecânica dos Solos e Engenharia Geotécnica.