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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Online Access: | http://link.springer.com/article/10.1186/s40703-017-0056-9 |
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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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1725357902180384768 |