He Tian, Zhonghui Li, Aikeremujiang Aihemaiti, Shan Yin, Fengtao Gao
{"title":"Investigation of dynamic failure behavior and acoustic emission frequency characteristics of sandstone under drop hammer impact","authors":"He Tian, Zhonghui Li, Aikeremujiang Aihemaiti, Shan Yin, Fengtao Gao","doi":"10.1007/s10064-025-04309-9","DOIUrl":null,"url":null,"abstract":"<div><p>To investigate the dynamic failure behavior and acoustic emission (AE) response patterns of sandstone under impact loading, a drop hammer impact (DHI) AE experimental system was established. The study examined the mechanical properties, energy changes, failure characteristics, and AE waveform signal responses of sandstone at different impact speeds during the failure process. The results indicate that the load-time curve of sandstone failure under DHI can be divided into four stages: compaction stage, linear elastic stage, plastic deformation stage, and post-peak development stage. Under low-speed impacts, the load-time curve exhibits a “step” characteristic. As the impact speed increases, the failure mode of sandstone transitions from rebound failure to puncture failure, and the impact energy absorption also shows an upward trend. The main frequency values of the AEs during sandstone failure are all located in the low-frequency range (0–30 kHz), which is an important characteristic frequency range for sandstone failure under DHI. These research findings contribute to a better understanding of sandstone failure behavior and AE response patterns under DHI, playing an important role in ensuring safe production in coal mines.</p></div>","PeriodicalId":500,"journal":{"name":"Bulletin of Engineering Geology and the Environment","volume":"84 6","pages":""},"PeriodicalIF":3.7000,"publicationDate":"2025-05-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bulletin of Engineering Geology and the Environment","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s10064-025-04309-9","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, ENVIRONMENTAL","Score":null,"Total":0}
引用次数: 0
Abstract
To investigate the dynamic failure behavior and acoustic emission (AE) response patterns of sandstone under impact loading, a drop hammer impact (DHI) AE experimental system was established. The study examined the mechanical properties, energy changes, failure characteristics, and AE waveform signal responses of sandstone at different impact speeds during the failure process. The results indicate that the load-time curve of sandstone failure under DHI can be divided into four stages: compaction stage, linear elastic stage, plastic deformation stage, and post-peak development stage. Under low-speed impacts, the load-time curve exhibits a “step” characteristic. As the impact speed increases, the failure mode of sandstone transitions from rebound failure to puncture failure, and the impact energy absorption also shows an upward trend. The main frequency values of the AEs during sandstone failure are all located in the low-frequency range (0–30 kHz), which is an important characteristic frequency range for sandstone failure under DHI. These research findings contribute to a better understanding of sandstone failure behavior and AE response patterns under DHI, playing an important role in ensuring safe production in coal mines.
期刊介绍:
Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces:
• the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations;
• the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change;
• the assessment of the mechanical and hydrological behaviour of soil and rock masses;
• the prediction of changes to the above properties with time;
• the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.