{"title":"Coupled acoustic emission and petrographical insights into thermal degradation and fracture dynamics of an Indian sandstone","authors":"Shyam Raj Baloor, Kripamoy Sarkar, Dibyajeet Mohapatra, Bankim Chandra Mahanta, Tabish Rahman","doi":"10.1007/s10064-026-05326-y","DOIUrl":null,"url":null,"abstract":"<div><p>Land subsidence induced by thermal stress degradation of rocks surrounding coal seams during the underground coal gasification (UCG) and underground coal-mine fire (UCF) constitutes a significant engineering geological hazard. The Jharia basin of India represents a critical case, as it is both a potential site for syngas production using the underground coal gasification techniques and is extensively affected by underground coal fire. To better understand the response of Jharia sandstone in extreme thermal environments, this research examines the physico-mechanical behaviour and fracture dynamics at various treatment temperatures between 25 °C and 800 °C. The research examines how grain size affects the strength and acoustic emission properties of sandstone at elevated temperatures. Crack initiation and damage thresholds were determined from linear-to-exponential trends in cumulative acoustic emission (AE) counts that marks the onset of stable microcrack nucleation. In contrast, crack damage stress threshold ratio indicates accelerated crack coalescence, evidenced by sharp increases in acoustic emission counts and energy. Microcracking initiated at 400 °C, and the strength parameters peaked when transgranular cracks were dominant. However, the strength parameters decreased significantly when the intergranular cracks were dominant at 600 °C. The grain-size and acoustic emission analyses revealed that the cumulative count and cumulative energy increased with increasing grain size. In contrast, the crack damage stress threshold showed an inverse relationship with the grain size.</p></div>","PeriodicalId":500,"journal":{"name":"Bulletin of Engineering Geology and the Environment","volume":"85 11","pages":""},"PeriodicalIF":4.9000,"publicationDate":"2026-10-07","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/s10064-026-05326-y","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
Land subsidence induced by thermal stress degradation of rocks surrounding coal seams during the underground coal gasification (UCG) and underground coal-mine fire (UCF) constitutes a significant engineering geological hazard. The Jharia basin of India represents a critical case, as it is both a potential site for syngas production using the underground coal gasification techniques and is extensively affected by underground coal fire. To better understand the response of Jharia sandstone in extreme thermal environments, this research examines the physico-mechanical behaviour and fracture dynamics at various treatment temperatures between 25 °C and 800 °C. The research examines how grain size affects the strength and acoustic emission properties of sandstone at elevated temperatures. Crack initiation and damage thresholds were determined from linear-to-exponential trends in cumulative acoustic emission (AE) counts that marks the onset of stable microcrack nucleation. In contrast, crack damage stress threshold ratio indicates accelerated crack coalescence, evidenced by sharp increases in acoustic emission counts and energy. Microcracking initiated at 400 °C, and the strength parameters peaked when transgranular cracks were dominant. However, the strength parameters decreased significantly when the intergranular cracks were dominant at 600 °C. The grain-size and acoustic emission analyses revealed that the cumulative count and cumulative energy increased with increasing grain size. In contrast, the crack damage stress threshold showed an inverse relationship with the grain size.
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.