{"title":"原位和无应力条件下沥青-煤热解的微观结构演变:对比研究","authors":"Zhenhua Li, Wenqiang Wang, Jianhang Shi, Zengchao Feng, Feng Du, Guoying Wang, Dong Zhou","doi":"10.1007/s40948-024-00852-z","DOIUrl":null,"url":null,"abstract":"<p>A self-made triaxial testing machine with thermal–hydraulic–mechanical–chemical (THMC) coupling and a tubular heating furnace, combined with in situ (IS) micro-computed-tomography technology was utilized in this study. The evolution of pore-fissure (PF) structure parameters (porosity, PF scale distribution, effective PF volume ratio, and permeability) of bituminous coal under stress-free (SF) and IS conditions with temperature was investigated, and then the mechanism of experimental results was analyzed. Results showed that (1) under SF conditions, at 300–550 °C, the coal samples after pyrolysis are dominated by elongated large fissures, with PF structure parameters positively correlating with temperature. After 400 °C, the number of PFs increases, with most PFs having equivalent diameter (R) ≤ 100 μm. (2) Under IS conditions, coal sample fissures are dominated by elongated large fissures at 300–350 °C and by holes at 350–600 °C. (3) Under IS conditions at 300–600 °C, the PF structure parameters of coal samples initially decrease with temperature and subsequently increase. The number of PFs fluctuates within a certain range, and the PF scale distribution dynamically shifts with temperature. (4) After 300 °C, the PF structure parameters of bituminous coal under SF and IS conditions show a bipolar distribution with temperature. Therefore, the weakening effect of stress on the PF structure of coal samples should not be overlooked during IS pyrolysis mining of coal bodies.</p>","PeriodicalId":12813,"journal":{"name":"Geomechanics and Geophysics for Geo-Energy and Geo-Resources","volume":"60 1","pages":""},"PeriodicalIF":3.9000,"publicationDate":"2024-08-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Microstructure evolution in bituminous-coal pyrolysis under in situ and stress-free conditions: a comparative study\",\"authors\":\"Zhenhua Li, Wenqiang Wang, Jianhang Shi, Zengchao Feng, Feng Du, Guoying Wang, Dong Zhou\",\"doi\":\"10.1007/s40948-024-00852-z\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<p>A self-made triaxial testing machine with thermal–hydraulic–mechanical–chemical (THMC) coupling and a tubular heating furnace, combined with in situ (IS) micro-computed-tomography technology was utilized in this study. The evolution of pore-fissure (PF) structure parameters (porosity, PF scale distribution, effective PF volume ratio, and permeability) of bituminous coal under stress-free (SF) and IS conditions with temperature was investigated, and then the mechanism of experimental results was analyzed. Results showed that (1) under SF conditions, at 300–550 °C, the coal samples after pyrolysis are dominated by elongated large fissures, with PF structure parameters positively correlating with temperature. After 400 °C, the number of PFs increases, with most PFs having equivalent diameter (R) ≤ 100 μm. (2) Under IS conditions, coal sample fissures are dominated by elongated large fissures at 300–350 °C and by holes at 350–600 °C. (3) Under IS conditions at 300–600 °C, the PF structure parameters of coal samples initially decrease with temperature and subsequently increase. The number of PFs fluctuates within a certain range, and the PF scale distribution dynamically shifts with temperature. (4) After 300 °C, the PF structure parameters of bituminous coal under SF and IS conditions show a bipolar distribution with temperature. Therefore, the weakening effect of stress on the PF structure of coal samples should not be overlooked during IS pyrolysis mining of coal bodies.</p>\",\"PeriodicalId\":12813,\"journal\":{\"name\":\"Geomechanics and Geophysics for Geo-Energy and Geo-Resources\",\"volume\":\"60 1\",\"pages\":\"\"},\"PeriodicalIF\":3.9000,\"publicationDate\":\"2024-08-02\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Geomechanics and Geophysics for Geo-Energy and Geo-Resources\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://doi.org/10.1007/s40948-024-00852-z\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"ENERGY & FUELS\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Geomechanics and Geophysics for Geo-Energy and Geo-Resources","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1007/s40948-024-00852-z","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENERGY & FUELS","Score":null,"Total":0}
引用次数: 0
摘要
本研究采用了自制的热-液-机-化(THMC)耦合三轴试验机和管式加热炉,并结合了原位(IS)显微计算层析技术。研究了无应力(SF)和原位(IS)条件下烟煤孔隙裂隙(PF)结构参数(孔隙度、PF尺度分布、有效PF体积比和渗透率)随温度的变化,并分析了实验结果的机理。结果表明:(1) 在 SF 条件下,300-550 ℃ 时,热解后的煤样以细长的大裂隙为主,PF 结构参数与温度呈正相关。400 °C 之后,PFs 数量增加,大多数 PFs 的等效直径 (R) ≤ 100 μm。(2) 在 IS 条件下,煤样裂隙在 300-350 °C 时以细长的大裂隙为主,在 350-600 °C 时以孔洞为主。(3) 在 300-600 °C 的 IS 条件下,煤样的 PF 结构参数最初随温度升高而降低,随后又升高。PF 的数量在一定范围内波动,PF 的尺度分布随温度的变化而动态变化。(4) 300 ℃后,SF 和 IS 条件下烟煤的 PF 结构参数随温度变化呈两极分布。因此,在煤体 IS 热解开采过程中,不应忽视应力对煤样 PF 结构的削弱作用。
Microstructure evolution in bituminous-coal pyrolysis under in situ and stress-free conditions: a comparative study
A self-made triaxial testing machine with thermal–hydraulic–mechanical–chemical (THMC) coupling and a tubular heating furnace, combined with in situ (IS) micro-computed-tomography technology was utilized in this study. The evolution of pore-fissure (PF) structure parameters (porosity, PF scale distribution, effective PF volume ratio, and permeability) of bituminous coal under stress-free (SF) and IS conditions with temperature was investigated, and then the mechanism of experimental results was analyzed. Results showed that (1) under SF conditions, at 300–550 °C, the coal samples after pyrolysis are dominated by elongated large fissures, with PF structure parameters positively correlating with temperature. After 400 °C, the number of PFs increases, with most PFs having equivalent diameter (R) ≤ 100 μm. (2) Under IS conditions, coal sample fissures are dominated by elongated large fissures at 300–350 °C and by holes at 350–600 °C. (3) Under IS conditions at 300–600 °C, the PF structure parameters of coal samples initially decrease with temperature and subsequently increase. The number of PFs fluctuates within a certain range, and the PF scale distribution dynamically shifts with temperature. (4) After 300 °C, the PF structure parameters of bituminous coal under SF and IS conditions show a bipolar distribution with temperature. Therefore, the weakening effect of stress on the PF structure of coal samples should not be overlooked during IS pyrolysis mining of coal bodies.
期刊介绍:
This journal offers original research, new developments, and case studies in geomechanics and geophysics, focused on energy and resources in Earth’s subsurface. Covers theory, experimental results, numerical methods, modeling, engineering, technology and more.