Statistical damage constitutive of oil shale considering post-peak stress drop: taking the Seven Member of Yanchang Formation in Ordos#br# Basin as an example
(1. College of Petroleum Engineering, China University of Petroleum (Beijing), Beijing 102249, China; 2. State Key Laboratory of Petroleum Resources and Prospecting, China University of Petroleum (Beijing), Beijing 102249, China; 3. Sinopec Production and Exploration Research Institute, Beijing 102206, China)
Abstract:To elucidate the mechanical properties of oil shale in the Chang 7 Member of the Ordos Basin, triaxial compression experiments were conducted under various confining pressures and bedding inclinations. Based on the characteristics of the stress-strain curves of the Chang 7 Member rocks, a quantitative brittleness evaluation index was proposed. A damage constitutive model, which incorporates post-peak brittle drop, was established by integrating damage mechanics with residual strength and the Drucker-Prager criterion. The results demonstrate that: (1) The deformation of oil shale primarily occurs in three stages: elastic deformation, strain hardening, and strain softening. (2) As confining pressure increases, the compressive strength, residual strength, peak strain, and elastic modulus increase, while brittleness and fracture complexity decrease. (3) Oil shale oriented perpendicular to the bedding planes exhibits higher strength but lower stiffness and brittleness, displaying pronounced anisotropic characteristics. (4) The proposed model effectively accounts for the stress drop rate (brittleness) and outperforms Weibull distribution-based models in predicting the post-peak brittle behavior of rocks, with theoretical curves aligning more closely with experimental stress-strain curves.
[1] 贾承造,郑 民,张永峰. 中国非常规油气资源与勘探开发前景[J]. 石油勘探与开发,2012,39(2):129–136.(JIA Chengzao,ZHENG Min,ZHANG Yongfeng. Unconventional hydrocarbon resources in China and the prospect of exploration and development[J]. Petroleum Exploration and Development,2012,39(2):129–136.(in Chinese))
[2] 刘招君,董清水,叶松青,等. 中国油页岩资源现状[J]. 吉林大学学报:地球科学版,2006,(6):869–876.(LIU Zhaojun,DONG Qingshui,YE Songqing,et al. The situation of oil shale resources in China[J]. Journal of Jilin University:Earth Science,2006,(6):869–876.(in Chinese))
[3] 邹才能,朱如凯,白 斌,等. 致密油与页岩油内涵、特征、潜力及挑战[J]. 矿物岩石地球化学通报,2015,34(1):1–17.(ZHOU Caineng,ZHU Rukai,BAI Bin,et al. Significance,geologic characteristics,resource potential and future challenges of tight oil and shale oil[J]. Bulletin of Mineralogy,Petrology and Geochemistry,2015,34(1):1–17.(in Chinese))
[4] 杨 华,李士祥,刘显阳. 鄂尔多斯盆地致密油、页岩油特征及资源潜力[J]. 石油学报,2013,34(1):1–11.(YANG Hua,LI Shixiang,LIU Xianyang. Characteristics and resource prospects of tight oil and shale oil in Ordos Basin[J]. Acta Petrolei Sinica,2013,34(1):1–11.(in Chinese))
[5] 李庆辉,陈 勉,金 衍,等. 页岩脆性的室内评价方法及改进[J]. 岩石力学与工程学报,2012,31(8):1 680–1 685.(LI Qinghui,CHEN Mian,JIN Yan,et al. Indoor evaluation method for shale brittleness and improvement[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(8):1 680–1 685.(in Chinese))
[6] 刘俊新,李军润,尹彬瑞,等. 基于能量平衡的新脆性指标与页岩失效机制分析[J]. 岩石力学与工程学报,2022,41(4):734–747. (LIU Junxin,LI Junrun,YIN Binrui,et al. New brittleness index based on energy balance and analysis of failure mechanism of shale[J]. Chinese Journal of Rock Mechanics and Engineering,2022,41(4):734–747.(in Chinese))
[7] 王 宇,翟 成,余 旭,等. 高温作用下五峰组–龙马溪组页岩动力学特征及损伤演化规律研究[J]. 岩石力学与工程学报,2023,42(5):1 110–1 123.(WANG Yu,ZHAI Cheng,YU Xu,et al. Dynamic characteristics and damage evolution law of Wufeng formation Longmaxi formation shale under high temperature effects[J]. Chinese Journal of Rock Mechanics and Engineering,2023,42(5):1 110–1 123. (in Chinese))
[8] 杨少强,张庆伦,杨 栋,等. 实时高温作用下油页岩力学及破裂特性演变规律研究[J]. 岩石力学与工程学报,2024,43(11):2 700–2 711.(YANG Shaoqiang,ZHANG Qinglun,YANG Dong,et al. Research on the evolution law of mechanics and fracture characteristics of oil shale under real-time high temperature conditions[J]. Chinese Journal of Rock Mechanics and Engineering,2024,43(11):2 700–2 711.(in Chinese))
[9] 刘保国,于明圆,孙景来,等. 水–力耦合作用下页岩力学特性及其损伤本构模型研究[J]. 岩石力学与工程学报,2023,42(5):1 041–1 054.(LIU Baoguo,YU Mingyuan,SUN Jinglai,et al. Study on mechanical properties and damage constitutive model of shale under hydro-mechanical coupling[J]. Chinese Journal of Rock Mechanics and Engineering,2023,42(5):1 041–1 054.(in Chinese))
[10] 杨 柳,韩振川,左建平,等. 基于划痕技术的CO2–水作用下页岩纹层强度软化规律[J]. 岩石力学与工程学报,2025,44(3):557–571.(YANG Liu,HAN Zhenchuan,ZUO Jianping,et al. Strength softening pattern of shale lamina under CO2-water interaction based on scratch technique[J]. Chinese Journal of Rock Mechanics and Engineering,2025,44(3):557–571.(in Chinese))
[11] 衡 帅,杨春和,郭印同,等. 层理对页岩水力裂缝扩展的影响研究[J]. 岩石力学与工程学报,2015,34(2):228–237.(HENG Shuai,YANG Chunhe,GUO Yintong,et al. Influence of bedding planes on hydraulic fracture propagation in shale formations[J]. Chinese Journal of Rock Mechanics and Engineering,2015,34(2):228–237.(in Chinese))
[12] 姚光华,陈 乔,刘 洪,等. 渝东南下志留统龙马溪组层理性页岩力学特性试验研究[J]. 岩石力学与工程学报,2015,34(增1):3 313–3 319.(YAO Guanghua,CHEN Qiao,LIU Hong,et al. Experiment study on mechanical properties of bedding shale in lower silurian Longmaxi Shale southeast Chongqing[J]. Chinese Journal of Rock Mechanics and Engineering,2015,34(Supp.1):3 313–3 319.(in Chinese))
[13] KRAJCINOVIC D,SILVA M A G. Statistical aspects of the continuous damage theory[J]. International Journal of Solids and Structures,1982,18(7):551–562.
[14] LEMAITRE J. How to use damage mechanics nuclear engineering and design[J]. Nuclear Engineering and Design,1984,80(2):233–245.
[15] 曹文贵,杨 尚,张 超. 考虑弹性模量变化的岩石统计损伤本构模型[J]. 水文地质工程地质,2017,44(3):42–48.(CAO Wengui,YANG Shang,ZHANG Chao. A statistical damage constitutive model of rocks considering the variation of the elastic modulus[J]. Hydrogeology and Engineering Geology,2017,44(3):42–48.(in Chinese))
[16] 刘文博,孙博一,陈 雷,等. 一种基于弹性能释放率的岩石新型统计损伤本构模型[J]. 水文地质工程地质,2021,48(1):88–95. (LIU Wenbo,SUN Boyi,CHEN Lei,et al. A statistical damage constitutive rock model based on elastic energy release rate[J]. Hydrogeology and Engineering Geology,2021,48(1):88–95.(in Chinese))
[17] 曹文贵,张 升. 基于Mohr-Coulomb准则的岩石损伤统计分析方法研究[J]. 湖南大学学报:自然科学版,2005,32(1):43–47.(CAO Wengui,ZHANG Sheng. Study on the statistical analysis of rock damage based on Mohr-Coulomb criterion[J]. Journal of Hunan University:Natural Sciences,2005,32(1):43–47.(in Chinese))
[18] 赵 龙,阮仁华,陈伟康,等. 基于D-P准则千枚岩变形破坏统计损伤本构模型研究[J]. 路基工程,2023,(2):43–49.(ZHAO Long,RUAN Renhua,CHEN Weikang,et al. Research on statistical damage constitutive model of phyllite deformation and failure based on D-P criterion[J]. Subgrade Engineering,2023,(2):43–49.(in Chinese))
[19] 田振元,王 伟,朱其志,等. 基于Lade-Duncan强度准则的统计损伤本构模型及其修正研究[J]. 科学技术与工程,2014,14(35):104–108.(TIAN Zhenyuan,WANG Wei,ZHU Qizhi,et al. A statistical damage constitutive model and its modifying method based on Lade-Duncan failure criterion[J]. Science Technology and Engineering,2014,14(35):104–108.(in Chinese))
[20] 曹瑞琅,贺少辉,韦 京,等. 基于残余强度修正的岩石损伤软化统计本构模型研究[J]. 岩土力学,2013,34(6):1 652–1 660.(CAO Ruilang,HE Shaohui,WEI Jing,et al. Study of modified statistical damage softening constitutive model for rock considering residual strength[J]. Rock and Soil Mechanics,2013,34(6):1 652–1 660.(in Chinese))
[21] 曹文贵,赵 衡,李 翔,等. 基于残余强度变形阶段特征的岩石变形全过程统计损伤模拟方法[J]. 土木工程学报,2012,45(6):139–145.(CAO Wengui,ZHAO Heng,LI Xiang,et al. A statistical damage simulation method for rock full deformation process with consideration of the deformation characteristics of residual strength phase[J]. China Civil Engineering Journal,2012,45(6):139–145.(in Chinese))
[22] 张慧梅,雷利娜,杨更社. 基于Weibull统计分布的岩石损伤模型[J]. 湖南科技大学学报:自然科学版,2014,29(3):29–32. (ZHANG Huimei,LEI Lina,YANG Gengshe. Research on rock statistical damage model and determination of parameters[J]. Journal of Hunan University of Science and Technology:Natural Science,2014,29(3):29–32.(in Chinese))
[23] 曹文贵,李 鹏,赵明华,等. 基于正态分布的岩石损伤统计本构模型及其参数确定方法研究[J]. 水文地质工程地质,2005,(3):11–14.(CAO Wengui,LI Peng,ZHAO Minghua,et al. On statistical damage constitutive model and its parameters for rock based on normal distribution[J]. Hydrogeology and Engineering Geology,2005,(3):11–14.(in Chinese))
[24] 蒋 维,邓 建. 基于对数正态分布的岩石损伤统计分析方法研究[J]. 南华大学学报:自然科学版,2010,24(2):34–37.(JIANG Wei,DENG Jian. Study on the statistical analysis of rock damage based on Lognomal distribution[J]. Journal of University of South China:Science and Technology,2010,24(2):34–37.(in Chinese))
[25] 朱振南,蒋国盛,田 红,等. 基于Normal分布的岩石统计热损伤本构模型研究[J]. 中南大学学报:自然科学版,2019,50(6):1 411–1 418. (ZHU Zhennan,JIANG Guosheng,TIAN Hong,et al. Study on statistical thermal damage constitutive model of rock based on normal distribution[J]. Journal of Central South University:Science and Technology,2019,50(6):1 411–1 418.(in Chinese))
[26] 郑 栋,戚承志,卢春生,等. 基于Weibull分布的高温高围压岩石统计损伤本构模型[J]. 市政技术,2024,42(4):45–53.(ZHENG Dong,QI Chengzhi,LU Chunsheng,et al. Statistical damage constitutive model for rocks under high temperature and high confining pressure environments based on the Weibull distribution[J]. Journal of Municipal Technology,2024,42(4):45–53.(in Chinese))
[27] 魏 超,赵 程,赵春风,等. 考虑温度作用的岩石统计损伤本构模型及验证[J]. 中南大学学报:自然科学版,2024,55(3):1 056–1 067.(WEI Chao,ZHAO Cheng,ZHAO Chunfeng,et al. Statistical damage constitutive model for rocks considering temperature effects and its validation[J]. Journal of Central South University:Science and Technology,2024,55(3):1 056–1 067.(in Chinese))
[28] FJAER E,HOLT R M,HORSRUD P,et al. Petroleum related rock mechanics[M]. [S. l.]:Elsevier,2008:235–239.
[29] 陈 勉,金 衍,张广清. 石油工程岩石力学[M]. 北京:科学出版,2008:21–28.(CHEN Mian,JIN Yan,ZHANG Guangqing. Rock mechanics in petroleum engineering[M]. Beijing:Science Press,2008:21–28.(in Chinese))
[30] 彭瑞东,谢和平,鞠 杨. 二维数字图像分形维数的计算方法[J]. 中国矿业大学学报,2004,33(1):22–27.(PENG Ruidong,XlE Heping,JU Yang. Computation method of fractal dimension for 2-D digital image[J]. Journal of China University of Mining and Technology,2004,33(1):22–27.(in Chinese))
[31] 陈国庆,赵 聪,魏 涛,等. 基于全应力–应变曲线及起裂应力的岩石脆性特征评价方法[J]. 岩石力学与工程学报,2018,37(1):51–59.(CHEN Guoqing,ZHAO Cong,WEI Tao,et al. Evaluation method of brittle characteristics of rock based on full stress-strain curve and crack initiation stress[J]. Chinese Journal of Rock Mechanics and Engineering,2018,37(1):51–59.(in Chinese))
[32] 温 韬,张 馨,孙金山,等. 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):3 385–3 396.(WEN Tao,ZHANG Xin,SUN Jinshan,et al. Brittle evaluation based on energy evolution at pre-peak and post-peak stage[J]. Earth Science,2021,46(9):3 385–3 396.(in Chinese))
[33] 李邵军,匡智浩,邱士利,等. 岩石脆性评价方法研究进展及适应性探讨[J]. 工程地质学报,2022,30(1):59–70.(LI Shaojun,KUANG Zhihao,QIU Shili,et al. Review of rock brittleness evaluation methods and discussion on their adaptabilities[J]. Journal of Engineering Geology,2022,30(1):59–70.(in Chinese))
[34] TARASOV B,YVES P. Universal criteria for rock brittleness estimation under triaxial compression[J]. International Journal of Rock Mechanics and Mining Sciences,2013,59:57–69.
[35] 杨景祥,冯 韬,曾亚武,等. 基于侧向变形的花岗岩脆性特征评价新方法[J]. 武汉大学学报:工学版,2022,55(8):786–792.(YANG Jingxiang,FENG Tao,ZENG Yawu,et al. A new method to evaluate the brittleness of granite based on lateral deformation[J]. Engineering Journal of Wuhan University,2022,55(8):786–792.(in Chinese))
[36] 何志磊,朱珍德,阮怀宁,等. 水压力作用下岩石统计损伤本构模型研究[J]. 长江科学院院报,2019,36(6):54–59.(HE Zhilei,ZHU Zhende,RUAN Huaining,et al. A statistical constitutive damage model for rock under water pressure[J]. Journal of Yangtze River Scientific Research Institute,2019,36(6):54–59.(in Chinese))
[37] O?HAGAN A,LEONARD T. Bayes estimation subject to uncertainty about parameter constraints[J]. Biometrika,1976,63(1):201–203.
[38] FERNÁNDEZ C,STEEL M F J. On bayesian modeling of fat tails and Skewness[J]. Journal of the American Statistical Association,1998,93(441):359–371.
[39] MUDHOLKAR G S,HUTSON A D. The epsilon-skew-normal distribution for analyzing near-normal data[J]. Journal of Statistical Planning and Inference,2000,83(2):291–309.
[40] 干晨晨,钱夕元. 一种新的非对称正态分布及其应用[J]. 统计与决策,2020,36(12):50–54.(GAN Chenchen,QIAN Xiyuan. A new asymmetric normal distribution and its applications[J]. Statistics and Decision,2020,36(12):50–54.(in Chinese))
[41] 尤明庆. 岩石强度准则的数学形式和参数确定的研究[J]. 岩石力学与工程学报,2010,29(11):2 172–2 184.(YOU Mingqing. Study of mathematical equation and parameter determination of strength criteria for rock[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(11):2 172–2 184.(in Chinese))