Abstract:
The gully on Suzigan creek spring, located on the border of the municipalities of Santa Barbara d’Oeste and Americana (SP), achieved approximately 600 m on length, with a width varying between 20 m and 150 m, with slopes up to 80 degrees and heights between 5 m and 21 m. The process reached urban areas in NW/SE direction and triggered significant productive areas losses in its surroundings, besides causing major silting downstream, in the Piracicaba river. This paper presents the results of the geological-geotechnical/hydrological studies carried out by IPT in the area and the engineering solutions that were needed to stabilize the erosive process following the pre-established premises: rainwater should be conducted on an open channel; the slopes should be stabilized minimizing productive area losses; the original topography of erosive process ramifications must be recovered; the entire cut-off volume required for stabilization of the erosive process should be disposed on compacted landfills inside the gully.
Reference:
GOMES, Claudio Luiz Ridente; FALCETTA, Filipe Antonio Marques; HELLMEISTER JUNIOR, Zeno. Caracterização geológico-geotécnica e soluções de engenharia para a estabilização do processo erosivo do córrego Suzigan. In: CONGRESSO BRASILEIRO DE GEOLOGIA DE ENGENHARIA E AMBIENTAL, 16., 2018, São Paulo. Anais… São Paulo: ABGE, 2018. 8 p.
Access to the article on the Event website:
http://www.schenautomacao.com.br/cbge/envio/files/trabalho_164.pdf
GOMES, Claudio Luiz Ridente; FALCETTA, Filipe Antonio Marques; HELLMEISTER JUNIOR, Zeno. Caracterização geológico-geotécnica e soluções de engenharia para a estabilização do processo erosivo do Córrego Suzigan. Revista Brasileira de Geologia de Engenharia e Ambiental, v.8,n.1-2, p.88-97, 2018.
Access to the article on the Journal’s website:
https://www.abge.org.br/downloads/CARACTERIZA%C3%87%C3%83O%20GEOL%C3%93GICO-GEOT%C3%89CNICA.pdf
The gully on Suzigan creek spring, located on the border of the municipalities of Santa Barbara d’Oeste and Americana (SP), achieved approximately 600 m on length, with a width varying between 20 m and 150 m, with slopes up to 80 degrees and heights between 5 m and 21 m. The process reached urban areas in NW/SE direction and triggered significant productive areas losses in its surroundings, besides causing major silting downstream, in the Piracicaba river. This paper presents the results of the geological-geotechnical/hydrological studies carried out by IPT in the area and the engineering solutions that were needed to stabilize the erosive process following the pre-established premises: rainwater should be conducted on an open channel; the slopes should be stabilized minimizing productive area losses; the original topography of erosive process ramifications must be recovered; the entire cut-off volume required for stabilization of the erosive process should be disposed on compacted landfills inside the gully.
Reference:
GOMES, Claudio Luiz Ridente; FALCETTA, Filipe Antonio Marques; HELLMEISTER JUNIOR, Zeno. Caracterização geológico-geotécnica e soluções de engenharia para a estabilização do processo erosivo do córrego Suzigan. In: CONGRESSO BRASILEIRO DE GEOLOGIA DE ENGENHARIA E AMBIENTAL, 16., 2018, São Paulo. Anais… São Paulo: ABGE, 2018. 8 p.
Access to the article on the Event website:
http://www.schenautomacao.com.br/cbge/envio/files/trabalho_164.pdf
GOMES, Claudio Luiz Ridente; FALCETTA, Filipe Antonio Marques; HELLMEISTER JUNIOR, Zeno. Caracterização geológico-geotécnica e soluções de engenharia para a estabilização do processo erosivo do Córrego Suzigan. Revista Brasileira de Geologia de Engenharia e Ambiental, v.8,n.1-2, p.88-97, 2018.
Access to the article on the Journal’s website:
https://www.abge.org.br/downloads/CARACTERIZA%C3%87%C3%83O%20GEOL%C3%93GICO-GEOT%C3%89CNICA.pdf
