首页 | 本学科首页   官方微博 | 高级检索  
     

基于峰前和峰后能量演化特征的岩石脆性评价
引用本文:温韬,张馨,孙金山,贾永胜,郎珉,贾文君,李德成,孙莉霞,唐辉明. 基于峰前和峰后能量演化特征的岩石脆性评价[J]. 地球科学, 2021, 46(9): 3385-3396. DOI: 10.3799/dqkx.2020.342
作者姓名:温韬  张馨  孙金山  贾永胜  郎珉  贾文君  李德成  孙莉霞  唐辉明
作者单位:1.江汉大学爆破工程湖北省重点实验室, 湖北武汉 430056
基金项目:国家自然科学基金青年项目编42002268号湖北省爆破工程重点实验室开放基金项目HKLBEF202012中国地质大学岩土钻掘与防护教育部工程研究中心开放基金项目202006长江大学地质资源与地质工程一流学科开放基金项目2019KFJJ0818005
摘    要:为了准确评价油气储藏水力压裂及岩爆等工程中岩石的脆性,总结了目前国内外已有的基于能量理论计算岩石脆性的方法,并指出了它们的局限性.综合考虑岩石峰前和峰后的能量演化特征,建立了一种基于全应力应变曲线的反映岩石变形破坏全过程的脆性指数评价方法,更加全面地描述岩石的脆性特征.为了验证新方法的合理性,收集了4组岩石力学试验对新...

关 键 词:岩石  脆性指数  应力-应变曲线  能量演化  工程地质
收稿时间:2020-07-08

Brittle Evaluation Based on Energy Evolution at Pre-Peak and Post-Peak Stage
Wen Tao,Zhang Xin,Sun Jinshan,Jia Yongsheng,Lang Min,Jia Wenjun,Li Decheng,Sun Lixia,Tang Huiming. Brittle Evaluation Based on Energy Evolution at Pre-Peak and Post-Peak Stage[J]. Earth Science-Journal of China University of Geosciences, 2021, 46(9): 3385-3396. DOI: 10.3799/dqkx.2020.342
Authors:Wen Tao  Zhang Xin  Sun Jinshan  Jia Yongsheng  Lang Min  Jia Wenjun  Li Decheng  Sun Lixia  Tang Huiming
Abstract:Rock brittleness is one of the important mechanical properties of rock mass, which is so crucial for accurately evaluating hydraulic fracturing of oil and gas reservoir and rock bursting engineering. Existing methods of rock brittleness based on energy theory were summarized, and limitations of these indexes were analyzed in detail. In this study, energy evolution characteristics at pre-peak and post-peak stage are comprehensively considered. A new method to determine brittleness index of rocks based on complete stress-strain curves is established, which more reasonably describes the rock brittleness. To verify the rationality of the method, four sets of rock mechanics tests are collected to test the new index. Test results show that the new brittleness index gradually increases with the increase of confining pressure. Under low confining pressure, both coal and group 1 of shale exhibit strong brittleness, while under high confining pressure, the brittleness of red sandstone and group 2 of shale is obviously weakened, showing that the characteristics of brittle-ductile transition of rocks with increasing of the confining pressure. Then in actual slope engineering, the rationality of the new brittleness index is further validated by the tests of slate, which may be expected to offer some references for evaluating rock brittleness. 
Keywords:
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《地球科学》浏览原始摘要信息
点击此处可从《地球科学》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号