{"title":"无烟煤在干湿循环后的差异循环加载 (DCL) 下的行为:变形性和滞后特性","authors":"Yunfeng Wu, Zhengyang Song, Yu Wang, Peng Li, Baokun Zhou, Zhen Yang, Changhong Li","doi":"10.1007/s10064-024-03927-z","DOIUrl":null,"url":null,"abstract":"<div><p>Coal, as a key material in underground reservoirs of coal mines, poses safety challenges to the stability of coal-formed dams due to periodic excavation and fluctuations in groundwater levels. This work focuses on the behaviours of anthracite under differential cyclic loading (DCL), also examining the impact of wet and dry cycles on behaviour of coal in coal mine based underground water reservoirs (CMUWR). Seven sets of coal samples and processed coal flakes were subjected to wet and dry treatments. Mechanical tests were conducted using two DCL paths (rapid loading and slow unloading and vice versa). The parameters of poisson's ratio, damping ratio, strain growth rate and phase shift are analyzed. Compared with fast loading, slow loading demonstrated higher damping ratio, strain growth rate, hysteresis ratio, and hysteresis time probability distributions. Moreover, the number of cracks and crack widths observed after wet and dry cycling of the flakes were directly proportional to the number of wet and dry cycles undergone. By understanding the mechanical properties of coal under wet and dry cyclic loading, engineers and researchers can make informed decisions to enhance the stability and safety of underground water reservoirs. </p></div>","PeriodicalId":500,"journal":{"name":"Bulletin of Engineering Geology and the Environment","volume":"83 10","pages":""},"PeriodicalIF":3.7000,"publicationDate":"2024-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Behaviors of anthracite under differential cyclic loading (DCL) after wet and dry cycling: Deformability and hysteresis characteristics\",\"authors\":\"Yunfeng Wu, Zhengyang Song, Yu Wang, Peng Li, Baokun Zhou, Zhen Yang, Changhong Li\",\"doi\":\"10.1007/s10064-024-03927-z\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>Coal, as a key material in underground reservoirs of coal mines, poses safety challenges to the stability of coal-formed dams due to periodic excavation and fluctuations in groundwater levels. This work focuses on the behaviours of anthracite under differential cyclic loading (DCL), also examining the impact of wet and dry cycles on behaviour of coal in coal mine based underground water reservoirs (CMUWR). Seven sets of coal samples and processed coal flakes were subjected to wet and dry treatments. Mechanical tests were conducted using two DCL paths (rapid loading and slow unloading and vice versa). The parameters of poisson's ratio, damping ratio, strain growth rate and phase shift are analyzed. Compared with fast loading, slow loading demonstrated higher damping ratio, strain growth rate, hysteresis ratio, and hysteresis time probability distributions. Moreover, the number of cracks and crack widths observed after wet and dry cycling of the flakes were directly proportional to the number of wet and dry cycles undergone. By understanding the mechanical properties of coal under wet and dry cyclic loading, engineers and researchers can make informed decisions to enhance the stability and safety of underground water reservoirs. </p></div>\",\"PeriodicalId\":500,\"journal\":{\"name\":\"Bulletin of Engineering Geology and the Environment\",\"volume\":\"83 10\",\"pages\":\"\"},\"PeriodicalIF\":3.7000,\"publicationDate\":\"2024-10-01\",\"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/s10064-024-03927-z\",\"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}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bulletin of Engineering Geology and the Environment","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s10064-024-03927-z","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}
Behaviors of anthracite under differential cyclic loading (DCL) after wet and dry cycling: Deformability and hysteresis characteristics
Coal, as a key material in underground reservoirs of coal mines, poses safety challenges to the stability of coal-formed dams due to periodic excavation and fluctuations in groundwater levels. This work focuses on the behaviours of anthracite under differential cyclic loading (DCL), also examining the impact of wet and dry cycles on behaviour of coal in coal mine based underground water reservoirs (CMUWR). Seven sets of coal samples and processed coal flakes were subjected to wet and dry treatments. Mechanical tests were conducted using two DCL paths (rapid loading and slow unloading and vice versa). The parameters of poisson's ratio, damping ratio, strain growth rate and phase shift are analyzed. Compared with fast loading, slow loading demonstrated higher damping ratio, strain growth rate, hysteresis ratio, and hysteresis time probability distributions. Moreover, the number of cracks and crack widths observed after wet and dry cycling of the flakes were directly proportional to the number of wet and dry cycles undergone. By understanding the mechanical properties of coal under wet and dry cyclic loading, engineers and researchers can make informed decisions to enhance the stability and safety of underground water reservoirs.
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.