Tiancheng Shan , Zhonghui Li , Enyuan Wang , Xin Zhang , Haishan Jia , Xiaoran Wang , Enlai Zhao , Yue Niu , Dong Chen
{"title":"基于电势幂律特性的裂隙砂岩破坏演化及前兆预测","authors":"Tiancheng Shan , Zhonghui Li , Enyuan Wang , Xin Zhang , Haishan Jia , Xiaoran Wang , Enlai Zhao , Yue Niu , Dong Chen","doi":"10.1016/j.enggeo.2024.107896","DOIUrl":null,"url":null,"abstract":"<div><div>The engineering rock with defects is prone to induce serious geological disasters such as rockbursts under stress disturbance. Exploring the power-law failure prediction method of electric potential (EP) signals is effective and has great potential. In this study, the EP monitoring tests of the fissured red sandstone samples with variable crack angles under uniaxial compression were carried out. Spatiotemporal response, The Hurst statistical feature and Benioff-type power law of EPs were adopted to analyze the scale invariance of EPs and their relationship with damage evolution during rock failure. The failure prediction method based on Benioff potential and early warming assessment system were further proposed to predict the failure time range of potential rock instability in real time. The results show that with increasing crack angle, the mechanical strength and macroscopic crack number of samples reduce, and the power rate growth trend of EPs is delayed. The EP intensity increases closer to the crack propagation path, which is associated with the local damage and moving charged dislocations. Benioff potential of all samples shows power-law properties and is closely related to the internal damage evolution. With decreasing the remaining failure time, the variable power exponent <em>m</em><sub><em>t</em></sub> in the local temporal window gradually increases and approaches the upper limit of 1, indicating an increased possibility of potential catastrophic failure in rocks. The failure time range is predicted in real time through Benioff power behaviors with the upper and lower limits of <em>m</em><sub><em>t</em></sub>, and the prediction accuracy improves as the rock failure approaches.</div></div>","PeriodicalId":11567,"journal":{"name":"Engineering Geology","volume":"346 ","pages":"Article 107896"},"PeriodicalIF":6.9000,"publicationDate":"2024-12-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Failure evolution and precursor prediction of fissured sandstone based on power-law behavior of electric potential\",\"authors\":\"Tiancheng Shan , Zhonghui Li , Enyuan Wang , Xin Zhang , Haishan Jia , Xiaoran Wang , Enlai Zhao , Yue Niu , Dong Chen\",\"doi\":\"10.1016/j.enggeo.2024.107896\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>The engineering rock with defects is prone to induce serious geological disasters such as rockbursts under stress disturbance. Exploring the power-law failure prediction method of electric potential (EP) signals is effective and has great potential. In this study, the EP monitoring tests of the fissured red sandstone samples with variable crack angles under uniaxial compression were carried out. Spatiotemporal response, The Hurst statistical feature and Benioff-type power law of EPs were adopted to analyze the scale invariance of EPs and their relationship with damage evolution during rock failure. The failure prediction method based on Benioff potential and early warming assessment system were further proposed to predict the failure time range of potential rock instability in real time. The results show that with increasing crack angle, the mechanical strength and macroscopic crack number of samples reduce, and the power rate growth trend of EPs is delayed. The EP intensity increases closer to the crack propagation path, which is associated with the local damage and moving charged dislocations. Benioff potential of all samples shows power-law properties and is closely related to the internal damage evolution. With decreasing the remaining failure time, the variable power exponent <em>m</em><sub><em>t</em></sub> in the local temporal window gradually increases and approaches the upper limit of 1, indicating an increased possibility of potential catastrophic failure in rocks. The failure time range is predicted in real time through Benioff power behaviors with the upper and lower limits of <em>m</em><sub><em>t</em></sub>, and the prediction accuracy improves as the rock failure approaches.</div></div>\",\"PeriodicalId\":11567,\"journal\":{\"name\":\"Engineering Geology\",\"volume\":\"346 \",\"pages\":\"Article 107896\"},\"PeriodicalIF\":6.9000,\"publicationDate\":\"2024-12-29\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Engineering Geology\",\"FirstCategoryId\":\"89\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0013795224004964\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Engineering Geology","FirstCategoryId":"89","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0013795224004964","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
Failure evolution and precursor prediction of fissured sandstone based on power-law behavior of electric potential
The engineering rock with defects is prone to induce serious geological disasters such as rockbursts under stress disturbance. Exploring the power-law failure prediction method of electric potential (EP) signals is effective and has great potential. In this study, the EP monitoring tests of the fissured red sandstone samples with variable crack angles under uniaxial compression were carried out. Spatiotemporal response, The Hurst statistical feature and Benioff-type power law of EPs were adopted to analyze the scale invariance of EPs and their relationship with damage evolution during rock failure. The failure prediction method based on Benioff potential and early warming assessment system were further proposed to predict the failure time range of potential rock instability in real time. The results show that with increasing crack angle, the mechanical strength and macroscopic crack number of samples reduce, and the power rate growth trend of EPs is delayed. The EP intensity increases closer to the crack propagation path, which is associated with the local damage and moving charged dislocations. Benioff potential of all samples shows power-law properties and is closely related to the internal damage evolution. With decreasing the remaining failure time, the variable power exponent mt in the local temporal window gradually increases and approaches the upper limit of 1, indicating an increased possibility of potential catastrophic failure in rocks. The failure time range is predicted in real time through Benioff power behaviors with the upper and lower limits of mt, and the prediction accuracy improves as the rock failure approaches.
期刊介绍:
Engineering Geology, an international interdisciplinary journal, serves as a bridge between earth sciences and engineering, focusing on geological and geotechnical engineering. It welcomes studies with relevance to engineering, environmental concerns, and safety, catering to engineering geologists with backgrounds in geology or civil/mining engineering. Topics include applied geomorphology, structural geology, geophysics, geochemistry, environmental geology, hydrogeology, land use planning, natural hazards, remote sensing, soil and rock mechanics, and applied geotechnical engineering. The journal provides a platform for research at the intersection of geology and engineering disciplines.