{"title":"基于应变计和检波器的综合监测系统在爆破低频振动测量中的应用。","authors":"Andrzej Biessikirski, Joanna Jakóbczyk","doi":"10.1038/s41598-025-94128-5","DOIUrl":null,"url":null,"abstract":"<p><p>The paper presents an evaluation of the low-frequency blast-induced vibration and stress records generated by blasting operations in an open-pit mine. Measurements were conducted using an integrated 3-axial geophone and strain-gauge system. The third-octave analysis confirmed the low-frequency characteristic of the vibrations, within a frequency range of approximately 5-13 Hz. Time-domain analysis demonstrated a correlation between blast-induced vibration records and stress records. The energy of the stress and vibration records was determined using the Matching Pursuit algorithm. The analysis results indicated that blast-induced vibration and stress records were consistent not only in the time domain but also structurally; energy peaks in the analyzed records occurred simultaneously, regardless of the blasting area. The dependency between strain and peak particle velocity (PPV) showed a strong linear relationship in the vertical direction, independent of the distance between the housing structure and the vibration source. In contrast, the linear relationship between the longitudinal and transversal directions and calculated stresses was dependent on the distance between the blasting zone and the housing structure. The Response Spectrum analysis confirmed that all blast-induced vibrations were of the low-frequency type. Additionally, the obtained spectra can be considered index spectra for the applied 25 ms time delay.</p>","PeriodicalId":21811,"journal":{"name":"Scientific Reports","volume":"15 1","pages":"9544"},"PeriodicalIF":3.9000,"publicationDate":"2025-03-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.ncbi.nlm.nih.gov/pmc/articles/PMC11923132/pdf/","citationCount":"0","resultStr":"{\"title\":\"Application of strain gauge and geophone based integrated monitoring system in the measurements of the blast induced low-frequency vibrations.\",\"authors\":\"Andrzej Biessikirski, Joanna Jakóbczyk\",\"doi\":\"10.1038/s41598-025-94128-5\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<p><p>The paper presents an evaluation of the low-frequency blast-induced vibration and stress records generated by blasting operations in an open-pit mine. Measurements were conducted using an integrated 3-axial geophone and strain-gauge system. The third-octave analysis confirmed the low-frequency characteristic of the vibrations, within a frequency range of approximately 5-13 Hz. Time-domain analysis demonstrated a correlation between blast-induced vibration records and stress records. The energy of the stress and vibration records was determined using the Matching Pursuit algorithm. The analysis results indicated that blast-induced vibration and stress records were consistent not only in the time domain but also structurally; energy peaks in the analyzed records occurred simultaneously, regardless of the blasting area. The dependency between strain and peak particle velocity (PPV) showed a strong linear relationship in the vertical direction, independent of the distance between the housing structure and the vibration source. In contrast, the linear relationship between the longitudinal and transversal directions and calculated stresses was dependent on the distance between the blasting zone and the housing structure. The Response Spectrum analysis confirmed that all blast-induced vibrations were of the low-frequency type. Additionally, the obtained spectra can be considered index spectra for the applied 25 ms time delay.</p>\",\"PeriodicalId\":21811,\"journal\":{\"name\":\"Scientific Reports\",\"volume\":\"15 1\",\"pages\":\"9544\"},\"PeriodicalIF\":3.9000,\"publicationDate\":\"2025-03-19\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"https://www.ncbi.nlm.nih.gov/pmc/articles/PMC11923132/pdf/\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Scientific Reports\",\"FirstCategoryId\":\"103\",\"ListUrlMain\":\"https://doi.org/10.1038/s41598-025-94128-5\",\"RegionNum\":2,\"RegionCategory\":\"综合性期刊\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"MULTIDISCIPLINARY SCIENCES\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Scientific Reports","FirstCategoryId":"103","ListUrlMain":"https://doi.org/10.1038/s41598-025-94128-5","RegionNum":2,"RegionCategory":"综合性期刊","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"MULTIDISCIPLINARY SCIENCES","Score":null,"Total":0}
Application of strain gauge and geophone based integrated monitoring system in the measurements of the blast induced low-frequency vibrations.
The paper presents an evaluation of the low-frequency blast-induced vibration and stress records generated by blasting operations in an open-pit mine. Measurements were conducted using an integrated 3-axial geophone and strain-gauge system. The third-octave analysis confirmed the low-frequency characteristic of the vibrations, within a frequency range of approximately 5-13 Hz. Time-domain analysis demonstrated a correlation between blast-induced vibration records and stress records. The energy of the stress and vibration records was determined using the Matching Pursuit algorithm. The analysis results indicated that blast-induced vibration and stress records were consistent not only in the time domain but also structurally; energy peaks in the analyzed records occurred simultaneously, regardless of the blasting area. The dependency between strain and peak particle velocity (PPV) showed a strong linear relationship in the vertical direction, independent of the distance between the housing structure and the vibration source. In contrast, the linear relationship between the longitudinal and transversal directions and calculated stresses was dependent on the distance between the blasting zone and the housing structure. The Response Spectrum analysis confirmed that all blast-induced vibrations were of the low-frequency type. Additionally, the obtained spectra can be considered index spectra for the applied 25 ms time delay.
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