Comparative Study on the Test Method for Tensile Elastic Modulus of Rock Materials
Rock material has different mechanical behaviors under compressive and tensile loading. Correspondingly, there are two types of elastic modulus: compressive elastic modulus Ec and tensile elastic modulus Et, respectively. To distinguish which indirect test methodology, including three-points bending...
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Wiley
2019-01-01
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Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2019/3161953 |
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author | Yan Zhang Dawei Yu |
author_facet | Yan Zhang Dawei Yu |
author_sort | Yan Zhang |
collection | DOAJ |
description | Rock material has different mechanical behaviors under compressive and tensile loading. Correspondingly, there are two types of elastic modulus: compressive elastic modulus Ec and tensile elastic modulus Et, respectively. To distinguish which indirect test methodology, including three-points bending test and Brazilian disc test, is more suitable to measure the tensile elastic modulus Et of rock materials, a series of uniaxial compressive test (UCT), direct tensile test (DTT), three-points bending test, and Brazilian disc test are performed for three typical types of rock: marble, granite, and sandstone. Comparative investigation on the reliability of measurement results of tensile elastic modulus Et is systematically conducted. Finally, it is found that Brazilian disc test could be a suitable method to measure tensile elastic modulus of rock materials, due to the excellent agreement with that measured by DTT and the simplicity of sample preparation, as well as test operation. |
format | Article |
id | doaj-art-68f25761e6aa43359a55a24ae6a4b9ce |
institution | Kabale University |
issn | 1687-8086 1687-8094 |
language | English |
publishDate | 2019-01-01 |
publisher | Wiley |
record_format | Article |
series | Advances in Civil Engineering |
spelling | doaj-art-68f25761e6aa43359a55a24ae6a4b9ce2025-02-03T07:23:47ZengWileyAdvances in Civil Engineering1687-80861687-80942019-01-01201910.1155/2019/31619533161953Comparative Study on the Test Method for Tensile Elastic Modulus of Rock MaterialsYan Zhang0Dawei Yu1School of Safety Science and Emergency Management, Wuhan University of Technology, Wuhan 430070, ChinaDepartment of Civil Engineering, China University of Geosciences (Beijing), Beijing 100083, ChinaRock material has different mechanical behaviors under compressive and tensile loading. Correspondingly, there are two types of elastic modulus: compressive elastic modulus Ec and tensile elastic modulus Et, respectively. To distinguish which indirect test methodology, including three-points bending test and Brazilian disc test, is more suitable to measure the tensile elastic modulus Et of rock materials, a series of uniaxial compressive test (UCT), direct tensile test (DTT), three-points bending test, and Brazilian disc test are performed for three typical types of rock: marble, granite, and sandstone. Comparative investigation on the reliability of measurement results of tensile elastic modulus Et is systematically conducted. Finally, it is found that Brazilian disc test could be a suitable method to measure tensile elastic modulus of rock materials, due to the excellent agreement with that measured by DTT and the simplicity of sample preparation, as well as test operation.http://dx.doi.org/10.1155/2019/3161953 |
spellingShingle | Yan Zhang Dawei Yu Comparative Study on the Test Method for Tensile Elastic Modulus of Rock Materials Advances in Civil Engineering |
title | Comparative Study on the Test Method for Tensile Elastic Modulus of Rock Materials |
title_full | Comparative Study on the Test Method for Tensile Elastic Modulus of Rock Materials |
title_fullStr | Comparative Study on the Test Method for Tensile Elastic Modulus of Rock Materials |
title_full_unstemmed | Comparative Study on the Test Method for Tensile Elastic Modulus of Rock Materials |
title_short | Comparative Study on the Test Method for Tensile Elastic Modulus of Rock Materials |
title_sort | comparative study on the test method for tensile elastic modulus of rock materials |
url | http://dx.doi.org/10.1155/2019/3161953 |
work_keys_str_mv | AT yanzhang comparativestudyonthetestmethodfortensileelasticmodulusofrockmaterials AT daweiyu comparativestudyonthetestmethodfortensileelasticmodulusofrockmaterials |