Experimental Study of Uniaxial Compressive Strength (UCS) Distribution of Hydraulic Backfill Associated with Segregation

Stope backfilling with mine wastes has become a common practice in underground mines worldwide. Despite the increasing popularity in paste and rock fills, hydraulic fill made of classified mill tailings or sands remains commonly used in many mines. When such a slurried material is placed in a mine s...

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Main Authors: Jean Béket Dalcé, Li Li, Pengyu Yang
Format: Article
Language:English
Published: MDPI AG 2019-02-01
Series:Minerals
Subjects:
Online Access:https://www.mdpi.com/2075-163X/9/3/147
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spelling doaj-3a6ae800d50548a09f622aff8d2adc022020-11-25T01:59:04ZengMDPI AGMinerals2075-163X2019-02-019314710.3390/min9030147min9030147Experimental Study of Uniaxial Compressive Strength (UCS) Distribution of Hydraulic Backfill Associated with SegregationJean Béket Dalcé0Li Li1Pengyu Yang2Research Institute on Mines and Environment, Department of Civil, Geological and Mining Engineering, École Polytechnique de Montréal, C.P. 6079, succursale Centre-Ville, Montréal, QC H3C 3A7, CanadaResearch Institute on Mines and Environment, Department of Civil, Geological and Mining Engineering, École Polytechnique de Montréal, C.P. 6079, succursale Centre-Ville, Montréal, QC H3C 3A7, CanadaResearch Institute on Mines and Environment, Department of Civil, Geological and Mining Engineering, École Polytechnique de Montréal, C.P. 6079, succursale Centre-Ville, Montréal, QC H3C 3A7, CanadaStope backfilling with mine wastes has become a common practice in underground mines worldwide. Despite the increasing popularity in paste and rock fills, hydraulic fill made of classified mill tailings or sands remains commonly used in many mines. When such a slurried material is placed in a mine stope, a phenomenon known as segregation can take place associated with the quick drainage and consolidation of the hydraulic fill, thereby leading to a heterogeneous fill mass. While numerous publications have focused on the alleviation of segregation, there are few studies on the characterization of the distribution of geotechnical properties within hydraulic fill due to segregation. It is particularly scarce to quantify the spatial variation of the segregation and the resulting geotechnical properties after a backfill is placed in an opening. There is also a gap to quantitatively describe the degree of segregation using an appropriate expression or definition. The aim of this study is to investigate the effect of the segregation on the spatial variation of the geotechnical properties of hydraulic fill. Laboratory tests were performed with the cemented hydraulic backfill prepared with columns of different heights. The experimental results indicate that the segregation takes place and the resulting physical and mechanical properties can vary throughout the columns for samples higher than twice of the standard size. These results also indicate that the mechanical properties of a hydraulic fill obtained in a laboratory following the current practice with standard samples may not be representative of the fill mass placed in mine stopes. Expressions are proposed to quantify the degree of segregation associated with the spatial variation of particle sizes of mine hydraulic backfill.https://www.mdpi.com/2075-163X/9/3/147hydraulic backfillsegregationdegree of segregationunconfined compression strengthlaboratory tests
collection DOAJ
language English
format Article
sources DOAJ
author Jean Béket Dalcé
Li Li
Pengyu Yang
spellingShingle Jean Béket Dalcé
Li Li
Pengyu Yang
Experimental Study of Uniaxial Compressive Strength (UCS) Distribution of Hydraulic Backfill Associated with Segregation
Minerals
hydraulic backfill
segregation
degree of segregation
unconfined compression strength
laboratory tests
author_facet Jean Béket Dalcé
Li Li
Pengyu Yang
author_sort Jean Béket Dalcé
title Experimental Study of Uniaxial Compressive Strength (UCS) Distribution of Hydraulic Backfill Associated with Segregation
title_short Experimental Study of Uniaxial Compressive Strength (UCS) Distribution of Hydraulic Backfill Associated with Segregation
title_full Experimental Study of Uniaxial Compressive Strength (UCS) Distribution of Hydraulic Backfill Associated with Segregation
title_fullStr Experimental Study of Uniaxial Compressive Strength (UCS) Distribution of Hydraulic Backfill Associated with Segregation
title_full_unstemmed Experimental Study of Uniaxial Compressive Strength (UCS) Distribution of Hydraulic Backfill Associated with Segregation
title_sort experimental study of uniaxial compressive strength (ucs) distribution of hydraulic backfill associated with segregation
publisher MDPI AG
series Minerals
issn 2075-163X
publishDate 2019-02-01
description Stope backfilling with mine wastes has become a common practice in underground mines worldwide. Despite the increasing popularity in paste and rock fills, hydraulic fill made of classified mill tailings or sands remains commonly used in many mines. When such a slurried material is placed in a mine stope, a phenomenon known as segregation can take place associated with the quick drainage and consolidation of the hydraulic fill, thereby leading to a heterogeneous fill mass. While numerous publications have focused on the alleviation of segregation, there are few studies on the characterization of the distribution of geotechnical properties within hydraulic fill due to segregation. It is particularly scarce to quantify the spatial variation of the segregation and the resulting geotechnical properties after a backfill is placed in an opening. There is also a gap to quantitatively describe the degree of segregation using an appropriate expression or definition. The aim of this study is to investigate the effect of the segregation on the spatial variation of the geotechnical properties of hydraulic fill. Laboratory tests were performed with the cemented hydraulic backfill prepared with columns of different heights. The experimental results indicate that the segregation takes place and the resulting physical and mechanical properties can vary throughout the columns for samples higher than twice of the standard size. These results also indicate that the mechanical properties of a hydraulic fill obtained in a laboratory following the current practice with standard samples may not be representative of the fill mass placed in mine stopes. Expressions are proposed to quantify the degree of segregation associated with the spatial variation of particle sizes of mine hydraulic backfill.
topic hydraulic backfill
segregation
degree of segregation
unconfined compression strength
laboratory tests
url https://www.mdpi.com/2075-163X/9/3/147
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AT lili experimentalstudyofuniaxialcompressivestrengthucsdistributionofhydraulicbackfillassociatedwithsegregation
AT pengyuyang experimentalstudyofuniaxialcompressivestrengthucsdistributionofhydraulicbackfillassociatedwithsegregation
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