Mechanical and Acoustic Emission (AE) Characteristics of Rocks under Biaxial Confinements

The surrounding rocks of underground engineering are generally subjected to a biaxial compressive stress condition. The failure properties of rocks under such a stress condition are worthy of being studied to ensure the stability of surrounding rock. This study aims to investigate the mechanical cha...

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Main Authors: Kun Du, Minghui Liu, Chengzhi Yang, Ming Tao, Fukang Feng, Shaofeng Wang
Format: Article
Language:English
Published: MDPI AG 2021-01-01
Series:Applied Sciences
Subjects:
Online Access:https://www.mdpi.com/2076-3417/11/2/769
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spelling doaj-58f25456cfd84aa3925ac09361c4711d2021-01-15T00:06:13ZengMDPI AGApplied Sciences2076-34172021-01-011176976910.3390/app11020769Mechanical and Acoustic Emission (AE) Characteristics of Rocks under Biaxial ConfinementsKun Du0Minghui Liu1Chengzhi Yang2Ming Tao3Fukang Feng4Shaofeng Wang5School of Resources and Safety Engineering, Central South University, Changsha 410083, Hunan, ChinaSchool of Resources and Safety Engineering, Central South University, Changsha 410083, Hunan, ChinaSchool of Resources and Safety Engineering, Central South University, Changsha 410083, Hunan, ChinaSchool of Resources and Safety Engineering, Central South University, Changsha 410083, Hunan, ChinaChangchun Gold Research Institute Co. Ltd., Changchun 130012, Jilin, ChinaSchool of Resources and Safety Engineering, Central South University, Changsha 410083, Hunan, ChinaThe surrounding rocks of underground engineering are generally subjected to a biaxial compressive stress condition. The failure properties of rocks under such a stress condition are worthy of being studied to ensure the stability of surrounding rock. This study aims to investigate the mechanical characteristics and acoustic emission (AE) properties of granite, marble, and sandstone in biaxial compression tests. Under biaxial confinements, it is evident that the elastic moduli of the three types of rocks decrease, and the plasticity increases monotonously with the increase of the intermediate principal stress <i>σ</i><sub>2</sub>. As <i>σ</i><sub>2</sub> increases, the biaxial compressive strength <i>σ</i><sub>bcs</sub> of rock increases initially and subsequently decreases. The lateral strain ε<sub>2</sub> of rock under biaxial confinement is controlled by both <i>σ</i><sub>1</sub> and <i>σ</i><sub>2</sub>, and the restrain degree in the development of microcracks and the constrain extent in the expansion along the direction of σ<sub>2</sub> are both enhanced gradually with increase in <i>σ</i><sub>2</sub>. The sharp increase points of AE hit and AE count indicate that the failure will occur soon. The AF-RA distribution of AE signals shows that the increase of <i>σ</i><sub>2</sub> causes more tensile cracks in rock. According to the dip failure angle of macro-cracks in rock under biaxial confinement, the failure modes of granite and marble are slabbing, while failure mode of sandstone is shear. In addition, the <i>σ</i><sub>2</sub> has a positive effect on the mass ratio of large size fragments after rock failure. An exponent relationship between the <i>σ</i><sub>bcs</sub> and <i>σ</i><sub>2</sub> was found, and the inner apices–inscribed Drucker–Prager criterion can be used to predict the <i>σ</i><sub>bcs</sub> of rock.https://www.mdpi.com/2076-3417/11/2/769biaxial compression testbiaxial compressive strengthdeformationacoustic emissionintermediate principal stress
collection DOAJ
language English
format Article
sources DOAJ
author Kun Du
Minghui Liu
Chengzhi Yang
Ming Tao
Fukang Feng
Shaofeng Wang
spellingShingle Kun Du
Minghui Liu
Chengzhi Yang
Ming Tao
Fukang Feng
Shaofeng Wang
Mechanical and Acoustic Emission (AE) Characteristics of Rocks under Biaxial Confinements
Applied Sciences
biaxial compression test
biaxial compressive strength
deformation
acoustic emission
intermediate principal stress
author_facet Kun Du
Minghui Liu
Chengzhi Yang
Ming Tao
Fukang Feng
Shaofeng Wang
author_sort Kun Du
title Mechanical and Acoustic Emission (AE) Characteristics of Rocks under Biaxial Confinements
title_short Mechanical and Acoustic Emission (AE) Characteristics of Rocks under Biaxial Confinements
title_full Mechanical and Acoustic Emission (AE) Characteristics of Rocks under Biaxial Confinements
title_fullStr Mechanical and Acoustic Emission (AE) Characteristics of Rocks under Biaxial Confinements
title_full_unstemmed Mechanical and Acoustic Emission (AE) Characteristics of Rocks under Biaxial Confinements
title_sort mechanical and acoustic emission (ae) characteristics of rocks under biaxial confinements
publisher MDPI AG
series Applied Sciences
issn 2076-3417
publishDate 2021-01-01
description The surrounding rocks of underground engineering are generally subjected to a biaxial compressive stress condition. The failure properties of rocks under such a stress condition are worthy of being studied to ensure the stability of surrounding rock. This study aims to investigate the mechanical characteristics and acoustic emission (AE) properties of granite, marble, and sandstone in biaxial compression tests. Under biaxial confinements, it is evident that the elastic moduli of the three types of rocks decrease, and the plasticity increases monotonously with the increase of the intermediate principal stress <i>σ</i><sub>2</sub>. As <i>σ</i><sub>2</sub> increases, the biaxial compressive strength <i>σ</i><sub>bcs</sub> of rock increases initially and subsequently decreases. The lateral strain ε<sub>2</sub> of rock under biaxial confinement is controlled by both <i>σ</i><sub>1</sub> and <i>σ</i><sub>2</sub>, and the restrain degree in the development of microcracks and the constrain extent in the expansion along the direction of σ<sub>2</sub> are both enhanced gradually with increase in <i>σ</i><sub>2</sub>. The sharp increase points of AE hit and AE count indicate that the failure will occur soon. The AF-RA distribution of AE signals shows that the increase of <i>σ</i><sub>2</sub> causes more tensile cracks in rock. According to the dip failure angle of macro-cracks in rock under biaxial confinement, the failure modes of granite and marble are slabbing, while failure mode of sandstone is shear. In addition, the <i>σ</i><sub>2</sub> has a positive effect on the mass ratio of large size fragments after rock failure. An exponent relationship between the <i>σ</i><sub>bcs</sub> and <i>σ</i><sub>2</sub> was found, and the inner apices–inscribed Drucker–Prager criterion can be used to predict the <i>σ</i><sub>bcs</sub> of rock.
topic biaxial compression test
biaxial compressive strength
deformation
acoustic emission
intermediate principal stress
url https://www.mdpi.com/2076-3417/11/2/769
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AT chengzhiyang mechanicalandacousticemissionaecharacteristicsofrocksunderbiaxialconfinements
AT mingtao mechanicalandacousticemissionaecharacteristicsofrocksunderbiaxialconfinements
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