Experimental Study on Mechanical and Acoustic Emission Characteristics of Rock Samples under Different Stress Paths

A series of tests on characteristics of acoustic emission have been performed on sandstone under uniaxial, conventional, and triaxial conditions and the unloading confining pressure path. The failure mode of rock specimen has been scanned by CT and a three-dimensional reconstruction was made. The di...

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Main Authors: Tao Qin, Hongru Sun, Heng Liu, Junwen Zhang, Tao Li, Gang Liu, Zhenwen Liu
Format: Article
Language:English
Published: Hindawi Limited 2018-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2018/4813724
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spelling doaj-8a391024ea5143d68872e88a616219442020-11-24T23:35:22ZengHindawi LimitedShock and Vibration1070-96221875-92032018-01-01201810.1155/2018/48137244813724Experimental Study on Mechanical and Acoustic Emission Characteristics of Rock Samples under Different Stress PathsTao Qin0Hongru Sun1Heng Liu2Junwen Zhang3Tao Li4Gang Liu5Zhenwen Liu6Heilongjiang Ground Pressure & Gas Control in Deep Mining Key Lab, Heilongjiang University of Science & Technology, Harbin 150022, ChinaHeilongjiang Ground Pressure & Gas Control in Deep Mining Key Lab, Heilongjiang University of Science & Technology, Harbin 150022, ChinaHeilongjiang Ground Pressure & Gas Control in Deep Mining Key Lab, Heilongjiang University of Science & Technology, Harbin 150022, ChinaHeilongjiang Ground Pressure & Gas Control in Deep Mining Key Lab, Heilongjiang University of Science & Technology, Harbin 150022, ChinaHeilongjiang Ground Pressure & Gas Control in Deep Mining Key Lab, Heilongjiang University of Science & Technology, Harbin 150022, ChinaHeilongjiang Ground Pressure & Gas Control in Deep Mining Key Lab, Heilongjiang University of Science & Technology, Harbin 150022, ChinaHeilongjiang Ground Pressure & Gas Control in Deep Mining Key Lab, Heilongjiang University of Science & Technology, Harbin 150022, ChinaA series of tests on characteristics of acoustic emission have been performed on sandstone under uniaxial, conventional, and triaxial conditions and the unloading confining pressure path. The failure mode of rock specimen has been scanned by CT and a three-dimensional reconstruction was made. The differences on characteristics of AE, mechanics, and the failure mode of sandstone during the failure process under three paths are studied. The results show that the deformation of rock specimen is bigger, and axial strain and circumferential strain have a deformation platform at peak point of stress under the unloading confining pressure path. Characteristics of AE ringing are significantly affected by the confining pressure and stress path. AE ringing counts peak value, and accumulative ringing on the breaking moment as well as cumulative release energy is higher, which indicates that the rock failure is more violent under the unloading confining pressure path. The failure mode of rock specimen was dominated by shear failure under the conventional triaxial stress path. The tension failure is the main form at a lower initial value of unloading confining pressure, and the shear failure is more prominent at a higher initial value of unloading confining pressure.http://dx.doi.org/10.1155/2018/4813724
collection DOAJ
language English
format Article
sources DOAJ
author Tao Qin
Hongru Sun
Heng Liu
Junwen Zhang
Tao Li
Gang Liu
Zhenwen Liu
spellingShingle Tao Qin
Hongru Sun
Heng Liu
Junwen Zhang
Tao Li
Gang Liu
Zhenwen Liu
Experimental Study on Mechanical and Acoustic Emission Characteristics of Rock Samples under Different Stress Paths
Shock and Vibration
author_facet Tao Qin
Hongru Sun
Heng Liu
Junwen Zhang
Tao Li
Gang Liu
Zhenwen Liu
author_sort Tao Qin
title Experimental Study on Mechanical and Acoustic Emission Characteristics of Rock Samples under Different Stress Paths
title_short Experimental Study on Mechanical and Acoustic Emission Characteristics of Rock Samples under Different Stress Paths
title_full Experimental Study on Mechanical and Acoustic Emission Characteristics of Rock Samples under Different Stress Paths
title_fullStr Experimental Study on Mechanical and Acoustic Emission Characteristics of Rock Samples under Different Stress Paths
title_full_unstemmed Experimental Study on Mechanical and Acoustic Emission Characteristics of Rock Samples under Different Stress Paths
title_sort experimental study on mechanical and acoustic emission characteristics of rock samples under different stress paths
publisher Hindawi Limited
series Shock and Vibration
issn 1070-9622
1875-9203
publishDate 2018-01-01
description A series of tests on characteristics of acoustic emission have been performed on sandstone under uniaxial, conventional, and triaxial conditions and the unloading confining pressure path. The failure mode of rock specimen has been scanned by CT and a three-dimensional reconstruction was made. The differences on characteristics of AE, mechanics, and the failure mode of sandstone during the failure process under three paths are studied. The results show that the deformation of rock specimen is bigger, and axial strain and circumferential strain have a deformation platform at peak point of stress under the unloading confining pressure path. Characteristics of AE ringing are significantly affected by the confining pressure and stress path. AE ringing counts peak value, and accumulative ringing on the breaking moment as well as cumulative release energy is higher, which indicates that the rock failure is more violent under the unloading confining pressure path. The failure mode of rock specimen was dominated by shear failure under the conventional triaxial stress path. The tension failure is the main form at a lower initial value of unloading confining pressure, and the shear failure is more prominent at a higher initial value of unloading confining pressure.
url http://dx.doi.org/10.1155/2018/4813724
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