Limestone Acoustic Emission Evolution Characteristics Under Different Experimental Loading and Unloading Conditions

To study the acoustic emission evolution characteristics of saturated limestone under different loading and unloading paths, three cyclic loading and unloading tests were conducted with different loading rates and initial cyclic peak stresses, and acoustic emission monitoring was performed simultane...

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Main Authors: Jielin Li, Liu Hong, Keping Zhou, Caichu Xia, Longyin Zhu
Format: Article
Language:English
Published: Frontiers Media S.A. 2020-12-01
Series:Frontiers in Physics
Subjects:
Online Access:https://www.frontiersin.org/articles/10.3389/fphy.2020.590710/full
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spelling doaj-6852aa95e2314b57a1e83d710554e4a12020-12-08T08:34:15ZengFrontiers Media S.A.Frontiers in Physics2296-424X2020-12-01810.3389/fphy.2020.590710590710Limestone Acoustic Emission Evolution Characteristics Under Different Experimental Loading and Unloading ConditionsJielin Li0Jielin Li1Liu Hong2Keping Zhou3Caichu Xia4Caichu Xia5Longyin Zhu6School of Resources and Safety Engineering, Central South University, Changsha, ChinaKey Laboratory of Rock Mechanics and Geohazards of Zhejiang Province, Shaoxing, ChinaSchool of Resources and Safety Engineering, Central South University, Changsha, ChinaSchool of Resources and Safety Engineering, Central South University, Changsha, ChinaKey Laboratory of Rock Mechanics and Geohazards of Zhejiang Province, Shaoxing, ChinaCollege of Civil Engineering, Tongji University, Shanghai, ChinaSchool of Resources and Safety Engineering, Central South University, Changsha, ChinaTo study the acoustic emission evolution characteristics of saturated limestone under different loading and unloading paths, three cyclic loading and unloading tests were conducted with different loading rates and initial cyclic peak stresses, and acoustic emission monitoring was performed simultaneously. The results indicate that, during loading and unloading, the intermediate-frequency signals of saturated rock exhibit a variation trend of sparse–dense–sparse signals, whereas the low-frequency signals are continuously and massively produced. With the increase in the loading rate, the development trends of cumulative hits and energy become closer, and the development form of ringing count changes from N-type to U-type and then to N-type. The slight increase period and attenuation period are extended, whereas the intense growth period and postpeak calm period are shortened. With an increase in the initial cyclic peak stress, the change in cumulative energy is more obvious than that in cumulative hits near the rock failure. The development form of the ringing count changes from U-type to W-type and then to N-type, and each period is first shortened and then extended. With the increase in loading rate, the increase in the slow-change period tends to change from gradually increasing to increasing and then decreasing. By contrast, the increase in the step tends to change to a gradual increase. With the increase in the initial cyclic peak stress, the duration of and increase in the energy in the step and the slow-change period tend to decrease and then increase.https://www.frontiersin.org/articles/10.3389/fphy.2020.590710/fullcyclic loading and unloadingloading rateinitial stressacoustic emission characteristicsstep characteristicslocalization
collection DOAJ
language English
format Article
sources DOAJ
author Jielin Li
Jielin Li
Liu Hong
Keping Zhou
Caichu Xia
Caichu Xia
Longyin Zhu
spellingShingle Jielin Li
Jielin Li
Liu Hong
Keping Zhou
Caichu Xia
Caichu Xia
Longyin Zhu
Limestone Acoustic Emission Evolution Characteristics Under Different Experimental Loading and Unloading Conditions
Frontiers in Physics
cyclic loading and unloading
loading rate
initial stress
acoustic emission characteristics
step characteristics
localization
author_facet Jielin Li
Jielin Li
Liu Hong
Keping Zhou
Caichu Xia
Caichu Xia
Longyin Zhu
author_sort Jielin Li
title Limestone Acoustic Emission Evolution Characteristics Under Different Experimental Loading and Unloading Conditions
title_short Limestone Acoustic Emission Evolution Characteristics Under Different Experimental Loading and Unloading Conditions
title_full Limestone Acoustic Emission Evolution Characteristics Under Different Experimental Loading and Unloading Conditions
title_fullStr Limestone Acoustic Emission Evolution Characteristics Under Different Experimental Loading and Unloading Conditions
title_full_unstemmed Limestone Acoustic Emission Evolution Characteristics Under Different Experimental Loading and Unloading Conditions
title_sort limestone acoustic emission evolution characteristics under different experimental loading and unloading conditions
publisher Frontiers Media S.A.
series Frontiers in Physics
issn 2296-424X
publishDate 2020-12-01
description To study the acoustic emission evolution characteristics of saturated limestone under different loading and unloading paths, three cyclic loading and unloading tests were conducted with different loading rates and initial cyclic peak stresses, and acoustic emission monitoring was performed simultaneously. The results indicate that, during loading and unloading, the intermediate-frequency signals of saturated rock exhibit a variation trend of sparse–dense–sparse signals, whereas the low-frequency signals are continuously and massively produced. With the increase in the loading rate, the development trends of cumulative hits and energy become closer, and the development form of ringing count changes from N-type to U-type and then to N-type. The slight increase period and attenuation period are extended, whereas the intense growth period and postpeak calm period are shortened. With an increase in the initial cyclic peak stress, the change in cumulative energy is more obvious than that in cumulative hits near the rock failure. The development form of the ringing count changes from U-type to W-type and then to N-type, and each period is first shortened and then extended. With the increase in loading rate, the increase in the slow-change period tends to change from gradually increasing to increasing and then decreasing. By contrast, the increase in the step tends to change to a gradual increase. With the increase in the initial cyclic peak stress, the duration of and increase in the energy in the step and the slow-change period tend to decrease and then increase.
topic cyclic loading and unloading
loading rate
initial stress
acoustic emission characteristics
step characteristics
localization
url https://www.frontiersin.org/articles/10.3389/fphy.2020.590710/full
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