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The geomechanical characterization of the rocky mass foundation of the Tijuco Alto hydroelectric power plant, Ribeira River, Sao Paulo/Parana States, Brazil; Caracterizacao geomecanica do Macico de Fundacao da UHE Tijuco Alto (Rio Ribeira - SP/PR)

Abstract

This work has as its main objective the geomechanical characterization on the future rocky mass foundation of the Tijuco Alto dam, sited at the Ribeira river, in the cities of Ribeirao, Sao Paulo state and Adrianopolis, Parana state, Brazil, owned by the Companhia Brasileira de Aluminio (Brazilian company of Aluminium). To reach that target, field studies were made to qualify the geotechnical parameters of the rocky mass, in the axis area open galleries. It was also used in situ deformability and stress test results performed in those galleries, that were reinterpreted for a better adaptation of the mass values. The knowledge of the mass inherent characteristics together with the laboratories test results, allowed for the geomechanical classification applications in several different gallery sectors. The geomechanical data obtained allowed through mathematical expressions, to reach the rocky mass values correlations of interest to the work (deformability and strength), that could be compared to the in situ test results. That analysis permitted, besides the classification critical system evaluation, the geomechanical characterization of the rocky mass, focusing its ability to the dam arch construction. (author)
Publication Date:
Jul 01, 1996
Product Type:
Thesis/Dissertation
Report Number:
ETDE-BR-0228
Reference Number:
EDB-01:050269
Resource Relation:
Other Information: TH: Tese (M.Sc.); 88 refs., 62 figs., 32 tabs.; PBD: 1996
Subject:
13 HYDRO ENERGY; HYDROELECTRIC POWER; HYDROELECTRIC POWER PLANTS; BRAZIL; FOUNDATIONS; CONSTRUCTION; DAMS; MECHANICAL PROPERTIES; MATHEMATICS; COMPARATIVE EVALUATIONS
OSTI ID:
20137834
Research Organizations:
Sao Paulo Univ., Sao Carlos, SP (Brazil). Escola de Engenharia. Dept. de Geotecnia
Country of Origin:
Brazil
Language:
Portuguese
Other Identifying Numbers:
TRN: BR01I0809
Availability:
Available to ETDE participating countries only(see www.etde.org); commercial reproduction prohibited; OSTI as DE20137834
Submitting Site:
BR
Size:
257 pages
Announcement Date:
Jun 20, 2001

Citation Formats

Figueiredo, Amarilis Lucia Casteli de. The geomechanical characterization of the rocky mass foundation of the Tijuco Alto hydroelectric power plant, Ribeira River, Sao Paulo/Parana States, Brazil; Caracterizacao geomecanica do Macico de Fundacao da UHE Tijuco Alto (Rio Ribeira - SP/PR). Brazil: N. p., 1996. Web.
Figueiredo, Amarilis Lucia Casteli de. The geomechanical characterization of the rocky mass foundation of the Tijuco Alto hydroelectric power plant, Ribeira River, Sao Paulo/Parana States, Brazil; Caracterizacao geomecanica do Macico de Fundacao da UHE Tijuco Alto (Rio Ribeira - SP/PR). Brazil.
Figueiredo, Amarilis Lucia Casteli de. 1996. "The geomechanical characterization of the rocky mass foundation of the Tijuco Alto hydroelectric power plant, Ribeira River, Sao Paulo/Parana States, Brazil; Caracterizacao geomecanica do Macico de Fundacao da UHE Tijuco Alto (Rio Ribeira - SP/PR)." Brazil.
@misc{etde_20137834,
title = {The geomechanical characterization of the rocky mass foundation of the Tijuco Alto hydroelectric power plant, Ribeira River, Sao Paulo/Parana States, Brazil; Caracterizacao geomecanica do Macico de Fundacao da UHE Tijuco Alto (Rio Ribeira - SP/PR)}
author = {Figueiredo, Amarilis Lucia Casteli de}
abstractNote = {This work has as its main objective the geomechanical characterization on the future rocky mass foundation of the Tijuco Alto dam, sited at the Ribeira river, in the cities of Ribeirao, Sao Paulo state and Adrianopolis, Parana state, Brazil, owned by the Companhia Brasileira de Aluminio (Brazilian company of Aluminium). To reach that target, field studies were made to qualify the geotechnical parameters of the rocky mass, in the axis area open galleries. It was also used in situ deformability and stress test results performed in those galleries, that were reinterpreted for a better adaptation of the mass values. The knowledge of the mass inherent characteristics together with the laboratories test results, allowed for the geomechanical classification applications in several different gallery sectors. The geomechanical data obtained allowed through mathematical expressions, to reach the rocky mass values correlations of interest to the work (deformability and strength), that could be compared to the in situ test results. That analysis permitted, besides the classification critical system evaluation, the geomechanical characterization of the rocky mass, focusing its ability to the dam arch construction. (author)}
place = {Brazil}
year = {1996}
month = {Jul}
}