Overbreak prediction of tunnels carved in rock mass through exponential smoothing: case study of tunnel in Brazil-Reference-Cited by-同舟云学术

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Overbreak prediction of tunnels carved in rock mass through exponential smoothing: case study of tunnel in Brazil

Published:2023-12 Issue:4 Volume:76 Page:329-334
ISSN:2448-167X
Container-title:REM - International Engineering Journal
language:
Short-container-title:REM, Int. Eng. J.

Author:

Generoso Fábio José¹^ORCID,Zingano André Cezar²^ORCID,Guimarães Irce Fernandes Gomes³^ORCID,Dias Rogério Aguirre⁴^ORCID

Affiliation:

1. Instituto Federal do Norte de Minas Gerais – IFNMG, Brasil

2. Universidade Federal do Rio Grande do Sul – UFRGS, Brasil

3. Universidade Federal de Ouro Preto – UFOP, Brasil

4. Departamento de Engenharia, Brasil

Publisher

FapUNIFESP (SciELO)

Subject

General Earth and Planetary Sciences,General Energy

Link

http://www.scielo.br/scielo.php?script=sci_pdf&pid=S2448-167X2023000400329&tlng=en

Reference13 articles.

1. Engineering classification of rock masses for the design of Tunnel support;BARTON N.;Rock Mechanics,1974

2. Engineering rock mass classifications: a complete manual for engineers and geologists in mining, civil, and petroleum engineering;BIENIAWSKI Z. T.,1989

3. Technical description of rock cores for engineering purpose;DEERE D. U.;Rock Mechanics and Engineering Geology,1963

4. Central Hidrelétrica Alzir dos Santos Antunes;DIAS R. A.,2011

5. O ABC das escavações de rocha;GERALDI J. L. P.,2011

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