Experimental study on the thermal response of rocks to stress change and its significance

Wenfang Liu, Shanjun Liu, Lianhuan Wei, Xin Han, Ankui Zhu
{"title":"Experimental study on the thermal response of rocks to stress change and its significance","authors":"Wenfang Liu, Shanjun Liu, Lianhuan Wei, Xin Han, Ankui Zhu","doi":"10.1093/gji/ggae177","DOIUrl":null,"url":null,"abstract":"\n Bedrock temperature contains effective information about changes in the crustal stress. A new method of Detecting crustal Stress Change by bedrock Temperature (DSCT) had been proposed. Understanding the stress-induced temperature response characteristics of loaded rocks is fundamental for applying DSCT. In this study, temperature observation experiments of different rocks and water-saturated sandstones subjected to tiered cyclic loading were conducted to investigate the temperature-stress relationship throughout the whole rock deformation and failure process. Through experiments, some valuable results are obtained: (a) temperature changes synchronously with stress and has a very strong linear correlation with it; (b) the magnitude of Temperature Response to Stress (TRS) is approximately 1 mK/MPa, ranging from strong to weak are sandstone, marble, diorite and basalt, respectively. The differences in TRS of various rocks are determined by their major rock-forming minerals, textures and structures; (c) the evolution of TRS experiences three stages: the TRS rises rapidly in the compression stage, slowly in the acoustic emission quiet period and a significant increase in TRS before rock failure is observed on marble, sandstone, and basalt, consistent with the abnormal bedrock temperature rise preceding earthquakes; (d) the TRS of water-saturated sandstones is higher compared to the dry ones, and the abnormal sharp increase in TRS before rock failure is also more significant in the former. These findings mentioned above promote the understanding of thermal anomalies preceding earthquakes.","PeriodicalId":502458,"journal":{"name":"Geophysical Journal International","volume":null,"pages":null},"PeriodicalIF":0.0000,"publicationDate":"2024-05-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Geophysical Journal International","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1093/gji/ggae177","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

Abstract

Bedrock temperature contains effective information about changes in the crustal stress. A new method of Detecting crustal Stress Change by bedrock Temperature (DSCT) had been proposed. Understanding the stress-induced temperature response characteristics of loaded rocks is fundamental for applying DSCT. In this study, temperature observation experiments of different rocks and water-saturated sandstones subjected to tiered cyclic loading were conducted to investigate the temperature-stress relationship throughout the whole rock deformation and failure process. Through experiments, some valuable results are obtained: (a) temperature changes synchronously with stress and has a very strong linear correlation with it; (b) the magnitude of Temperature Response to Stress (TRS) is approximately 1 mK/MPa, ranging from strong to weak are sandstone, marble, diorite and basalt, respectively. The differences in TRS of various rocks are determined by their major rock-forming minerals, textures and structures; (c) the evolution of TRS experiences three stages: the TRS rises rapidly in the compression stage, slowly in the acoustic emission quiet period and a significant increase in TRS before rock failure is observed on marble, sandstone, and basalt, consistent with the abnormal bedrock temperature rise preceding earthquakes; (d) the TRS of water-saturated sandstones is higher compared to the dry ones, and the abnormal sharp increase in TRS before rock failure is also more significant in the former. These findings mentioned above promote the understanding of thermal anomalies preceding earthquakes.
岩石对应力变化的热响应及其意义的实验研究
基岩温度包含地壳应力变化的有效信息。通过基岩温度探测地壳应力变化(DSCT)的新方法已经提出。了解加载岩石的应力诱导温度响应特征是应用 DSCT 的基础。本研究对受到分层循环加载的不同岩石和水饱和砂岩进行了温度观测实验,以研究整个岩石变形和破坏过程中的温度-应力关系。通过实验,获得了一些有价值的结果:(a)温度与应力同步变化,并具有很强的线性相关性;(b)温度应力响应(TRS)的大小约为 1 mK/MPa,从强到弱分别为砂岩、大理岩、闪长岩和玄武岩。各种岩石的温度应力响应差异取决于其主要成岩矿物、纹理和结构; (c) 温度应力响应的演化经历三个阶段:在大理岩、砂岩和玄武岩上,TRS 在岩石破坏前显著增加,这与地震前基岩温度的异常上升一致;(d)与干燥的砂岩相比,水饱和砂岩的 TRS 较高,前者在岩石破坏前 TRS 的异常急剧增加也更为显著。上述发现有助于理解地震前的热异常现象。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
自引率
0.00%
发文量
0
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信