Development of an Ensemble Intelligent Model for Assessing the Strength of Cemented Paste Backfill

Cemented paste backfill (CPB) is an eco-friendly composite containing mine waste or tailings and has been widely used as construction materials in underground stopes. In the field, the uniaxial compressive strength (UCS) of CPB is critical as it is closely related to the stability of stopes. Predict...

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Main Authors: Yuantian Sun, Guichen Li, Junfei Zhang, Junbo Sun, Jiahui Xu
Format: Article
Language:English
Published: Hindawi Limited 2020-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2020/1643529
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spelling doaj-3048a486a0e24ae59fd1bc46eaa0ee702020-11-25T02:40:06ZengHindawi LimitedAdvances in Civil Engineering1687-80861687-80942020-01-01202010.1155/2020/16435291643529Development of an Ensemble Intelligent Model for Assessing the Strength of Cemented Paste BackfillYuantian Sun0Guichen Li1Junfei Zhang2Junbo Sun3Jiahui Xu4School of Mines, Key Laboratory of Deep Coal Resource Mining, Ministry of Education of China, China University of Mining and Technology, Xuzhou 221116, ChinaSchool of Mines, Key Laboratory of Deep Coal Resource Mining, Ministry of Education of China, China University of Mining and Technology, Xuzhou 221116, ChinaDepartment of Civil, Environmental and Mining Engineering, The University of Western Australia, Perth 6009, AustraliaDepartment of Civil, Environmental and Mining Engineering, The University of Western Australia, Perth 6009, AustraliaSchool of Mines, Key Laboratory of Deep Coal Resource Mining, Ministry of Education of China, China University of Mining and Technology, Xuzhou 221116, ChinaCemented paste backfill (CPB) is an eco-friendly composite containing mine waste or tailings and has been widely used as construction materials in underground stopes. In the field, the uniaxial compressive strength (UCS) of CPB is critical as it is closely related to the stability of stopes. Predicting the UCS of CPB using traditional mathematical models is far from being satisfactory due to the highly nonlinear relationships between the UCS and a large number of influencing variables. To solve this problem, this study uses a support vector machine (SVM) to predict the UCS of CPB. The hyperparameters of the SVM model are tuned using the beetle antennae search (BAS) algorithm; then, the model is called BSVM. The BSVM is then trained on a dataset collected from the experimental results. To explain the importance of each input variable on the UCS of CPB, the variable importance is obtained using a sensitivity study with the BSVM as the objective function. The results show that the proposed BSVM has high prediction accuracy on the test set with a high correlation coefficient (0.97) and low root-mean-square error (0.27 MPa). The proposed model can guide the design of CPB during mining.http://dx.doi.org/10.1155/2020/1643529
collection DOAJ
language English
format Article
sources DOAJ
author Yuantian Sun
Guichen Li
Junfei Zhang
Junbo Sun
Jiahui Xu
spellingShingle Yuantian Sun
Guichen Li
Junfei Zhang
Junbo Sun
Jiahui Xu
Development of an Ensemble Intelligent Model for Assessing the Strength of Cemented Paste Backfill
Advances in Civil Engineering
author_facet Yuantian Sun
Guichen Li
Junfei Zhang
Junbo Sun
Jiahui Xu
author_sort Yuantian Sun
title Development of an Ensemble Intelligent Model for Assessing the Strength of Cemented Paste Backfill
title_short Development of an Ensemble Intelligent Model for Assessing the Strength of Cemented Paste Backfill
title_full Development of an Ensemble Intelligent Model for Assessing the Strength of Cemented Paste Backfill
title_fullStr Development of an Ensemble Intelligent Model for Assessing the Strength of Cemented Paste Backfill
title_full_unstemmed Development of an Ensemble Intelligent Model for Assessing the Strength of Cemented Paste Backfill
title_sort development of an ensemble intelligent model for assessing the strength of cemented paste backfill
publisher Hindawi Limited
series Advances in Civil Engineering
issn 1687-8086
1687-8094
publishDate 2020-01-01
description Cemented paste backfill (CPB) is an eco-friendly composite containing mine waste or tailings and has been widely used as construction materials in underground stopes. In the field, the uniaxial compressive strength (UCS) of CPB is critical as it is closely related to the stability of stopes. Predicting the UCS of CPB using traditional mathematical models is far from being satisfactory due to the highly nonlinear relationships between the UCS and a large number of influencing variables. To solve this problem, this study uses a support vector machine (SVM) to predict the UCS of CPB. The hyperparameters of the SVM model are tuned using the beetle antennae search (BAS) algorithm; then, the model is called BSVM. The BSVM is then trained on a dataset collected from the experimental results. To explain the importance of each input variable on the UCS of CPB, the variable importance is obtained using a sensitivity study with the BSVM as the objective function. The results show that the proposed BSVM has high prediction accuracy on the test set with a high correlation coefficient (0.97) and low root-mean-square error (0.27 MPa). The proposed model can guide the design of CPB during mining.
url http://dx.doi.org/10.1155/2020/1643529
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AT junfeizhang developmentofanensembleintelligentmodelforassessingthestrengthofcementedpastebackfill
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