Evaluating the physical stability of integrated tailings deposit San Andrés (Peru)

Tailings deposit of San Andrés Benefit Concession, located in La Libertad, Peru, stores tailings in two integrated deposits, one for flotation tailings and the other for cyanidation tailings; the storage is done by the central axis method. The purpose of this study was to determine the physical stab...

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Main Authors: Paulino José Avellaneda-Puri, Carmen Judith Avellaneda-Cristóbal
Format: Article
Language:Spanish
Published: Universidad de Moa "Dr. Antonio Núñez Jiménez" 2020-02-01
Series:Minería y Geología
Subjects:
Online Access:https://revista.ismm.edu.cu/index.php/revistamg/article/view/1821
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spelling doaj-f04a9a4901704b2d9dd7d03cd85b65242020-11-25T03:23:14ZspaUniversidad de Moa "Dr. Antonio Núñez Jiménez"Minería y Geología1993-80122020-02-0136133491434Evaluating the physical stability of integrated tailings deposit San Andrés (Peru)Paulino José Avellaneda-Puri0Carmen Judith Avellaneda-Cristóbal1Universidad Nacional del Centro del PerúUniversidad Peruana Los AndesTailings deposit of San Andrés Benefit Concession, located in La Libertad, Peru, stores tailings in two integrated deposits, one for flotation tailings and the other for cyanidation tailings; the storage is done by the central axis method. The purpose of this study was to determine the physical stability during the operation phase, aimed at controlling the quality and quantity of tailings; the height and slope angles of the main dike; to keep water mirror away from the dike; to conserve the difference between the crown of the dike and the level of the water mirror over a minimum height of 2 m (free edge); and detecting deformations or settlements, abnormal leaks in the dike or cracks presence. Results of the safety factors for both tailings deposits, showed higher values than the minimum safety factors required by current legislation, so it is concluded that both structures are physically stable, both in static and pseudo-static conditions.https://revista.ismm.edu.cu/index.php/revistamg/article/view/1821depósitos de relavesestabilidad de taludesfactor de seguridadcondición estáticacondición pseudo-estática
collection DOAJ
language Spanish
format Article
sources DOAJ
author Paulino José Avellaneda-Puri
Carmen Judith Avellaneda-Cristóbal
spellingShingle Paulino José Avellaneda-Puri
Carmen Judith Avellaneda-Cristóbal
Evaluating the physical stability of integrated tailings deposit San Andrés (Peru)
Minería y Geología
depósitos de relaves
estabilidad de taludes
factor de seguridad
condición estática
condición pseudo-estática
author_facet Paulino José Avellaneda-Puri
Carmen Judith Avellaneda-Cristóbal
author_sort Paulino José Avellaneda-Puri
title Evaluating the physical stability of integrated tailings deposit San Andrés (Peru)
title_short Evaluating the physical stability of integrated tailings deposit San Andrés (Peru)
title_full Evaluating the physical stability of integrated tailings deposit San Andrés (Peru)
title_fullStr Evaluating the physical stability of integrated tailings deposit San Andrés (Peru)
title_full_unstemmed Evaluating the physical stability of integrated tailings deposit San Andrés (Peru)
title_sort evaluating the physical stability of integrated tailings deposit san andrés (peru)
publisher Universidad de Moa "Dr. Antonio Núñez Jiménez"
series Minería y Geología
issn 1993-8012
publishDate 2020-02-01
description Tailings deposit of San Andrés Benefit Concession, located in La Libertad, Peru, stores tailings in two integrated deposits, one for flotation tailings and the other for cyanidation tailings; the storage is done by the central axis method. The purpose of this study was to determine the physical stability during the operation phase, aimed at controlling the quality and quantity of tailings; the height and slope angles of the main dike; to keep water mirror away from the dike; to conserve the difference between the crown of the dike and the level of the water mirror over a minimum height of 2 m (free edge); and detecting deformations or settlements, abnormal leaks in the dike or cracks presence. Results of the safety factors for both tailings deposits, showed higher values than the minimum safety factors required by current legislation, so it is concluded that both structures are physically stable, both in static and pseudo-static conditions.
topic depósitos de relaves
estabilidad de taludes
factor de seguridad
condición estática
condición pseudo-estática
url https://revista.ismm.edu.cu/index.php/revistamg/article/view/1821
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