Prediction of the uniaxial compressive strength and Brazilian tensile strength of weak conglomerate

Abstract Uniaxial compressive strength and tensile strength considered as important parameters in characterization of rock material in rock engineering. The necessary core samples cannot always be obtained from weak and block-in-matrix conglomeratic rock. For this reason, the predictive models can e...

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Main Authors: Behnaz Minaeian, Kaveh Ahangari
Format: Article
Language:English
Published: SpringerOpen 2017-09-01
Series:International Journal of Geo-Engineering
Subjects:
Online Access:http://link.springer.com/article/10.1186/s40703-017-0056-9
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spelling doaj-b087cb7c588d49fd8e0039386ebe829f2020-11-25T00:23:16ZengSpringerOpenInternational Journal of Geo-Engineering2198-27832017-09-018111110.1186/s40703-017-0056-9Prediction of the uniaxial compressive strength and Brazilian tensile strength of weak conglomerateBehnaz Minaeian0Kaveh Ahangari1Department of Engineering geology, Science and Research Branch, Islamic Azad UniversityDepartment of Mining Engineering, Science and Research Branch, Islamic Azad University/University SquareAbstract Uniaxial compressive strength and tensile strength considered as important parameters in characterization of rock material in rock engineering. The necessary core samples cannot always be obtained from weak and block-in-matrix conglomeratic rock. For this reason, the predictive models can employed for the indirect estimation of mechanical parameters. The study investigated correlations uniaxial compressive strength and tensile strength with point load index. Numerous specimens of weak conglomerate were collected from different sites of dams in Iran. Predictive models include regression techniques and artificial neural network. To control performance of prediction capacity of equation, root mean square error and correlation coefficients were calculated. The correlation coefficients indices were calculated as 0.96 for the uniaxial compressive strength obtained from the regression model and 0.94 obtained from artificial neural network model; 0.605 for the tensile strength obtained from the regression model and 0.638 obtained from artificial neural network model.http://link.springer.com/article/10.1186/s40703-017-0056-9ANN modelConglomeratePoint load indexRegression modelTensile strengthUniaxial compressive strength
collection DOAJ
language English
format Article
sources DOAJ
author Behnaz Minaeian
Kaveh Ahangari
spellingShingle Behnaz Minaeian
Kaveh Ahangari
Prediction of the uniaxial compressive strength and Brazilian tensile strength of weak conglomerate
International Journal of Geo-Engineering
ANN model
Conglomerate
Point load index
Regression model
Tensile strength
Uniaxial compressive strength
author_facet Behnaz Minaeian
Kaveh Ahangari
author_sort Behnaz Minaeian
title Prediction of the uniaxial compressive strength and Brazilian tensile strength of weak conglomerate
title_short Prediction of the uniaxial compressive strength and Brazilian tensile strength of weak conglomerate
title_full Prediction of the uniaxial compressive strength and Brazilian tensile strength of weak conglomerate
title_fullStr Prediction of the uniaxial compressive strength and Brazilian tensile strength of weak conglomerate
title_full_unstemmed Prediction of the uniaxial compressive strength and Brazilian tensile strength of weak conglomerate
title_sort prediction of the uniaxial compressive strength and brazilian tensile strength of weak conglomerate
publisher SpringerOpen
series International Journal of Geo-Engineering
issn 2198-2783
publishDate 2017-09-01
description Abstract Uniaxial compressive strength and tensile strength considered as important parameters in characterization of rock material in rock engineering. The necessary core samples cannot always be obtained from weak and block-in-matrix conglomeratic rock. For this reason, the predictive models can employed for the indirect estimation of mechanical parameters. The study investigated correlations uniaxial compressive strength and tensile strength with point load index. Numerous specimens of weak conglomerate were collected from different sites of dams in Iran. Predictive models include regression techniques and artificial neural network. To control performance of prediction capacity of equation, root mean square error and correlation coefficients were calculated. The correlation coefficients indices were calculated as 0.96 for the uniaxial compressive strength obtained from the regression model and 0.94 obtained from artificial neural network model; 0.605 for the tensile strength obtained from the regression model and 0.638 obtained from artificial neural network model.
topic ANN model
Conglomerate
Point load index
Regression model
Tensile strength
Uniaxial compressive strength
url http://link.springer.com/article/10.1186/s40703-017-0056-9
work_keys_str_mv AT behnazminaeian predictionoftheuniaxialcompressivestrengthandbraziliantensilestrengthofweakconglomerate
AT kavehahangari predictionoftheuniaxialcompressivestrengthandbraziliantensilestrengthofweakconglomerate
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