|
|
|
| Study on meso-damage mechanism of shale reservoir rock based on digital cores |
| LI Jing1,LIU Chen1,LIU Huimin2,WANG Jiandong2,ZENG Zhiping3,XIE Yetong1 |
| (1. School of Pipeline and Civil Engineering,China University of Petroleum,Qingdao,Shandong 266580,China;2. Manage Center of Oil and Gas Exploration of SINOPEC Shengli Oilfield Company,Dongying,Shandong 257017,China;3. Research Institute of Exploration and Development,Shengli Oilfield,SINOPEC,Dongying,Shandong 257015,China) |
|
|
|
|
Abstract Rock damage has a significant impact on the mechanical properties and seepage characteristics of reservoirs. In order to study the meso-damage mechanism of reservoir shale,CT scanning test was carried out to reconstruct three-dimensional digital cores. Subsequently,rock mechanical parameters were obtained based on the uniaxial compression test and the Brazilian test,and the uniaxial compression numerical simulation was carried out by using the rock plastic damage constitutive model. The results show that:(1) When the shale is compressed,the damage starts from the pore dense area,then the damage value increases,and finally the damage range expands until each damage area penetrates,forming shear oblique cracks. (2) There are different stress thresholds for the compression damage and the tensile damage. When the shale is compressed,the compressive stress first reaches the stress threshold of the compression damage and the compression damage occurs at once. The tensile damage,showing hysteresis,occurs where the compression damage is larger,and its damage volume is smaller than that of the compression damage. (3) The distribution range of the pore equivalent diameter of shale is 0–200 μm,and the pores with an equivalent diameter of 10–40 μm contribute the most to porosity. As the porosity increases,the decrease rate of the post-peak strength decreases and the ductility of the rock gradually increases. (4) The spatial distribution of pores has a great influence on the damage propagation form and the failure form of shale. Fractal dimension is introduced to characterize the complexity of the pore structure. The fractal dimension affects the peak strength of rock only when the porosity is large. Under the same porosity,the larger the fractal dimension,the lower the peak strength. The fractal dimension has little influence on the elastic modulus of rock. Both the porosity and the fractal dimension have a great influence on the damage volume of rock. The larger the porosity and the fractal dimension,the larger the damage volume.
|
|
|
|
|
|
[1] 张培森,侯季群,赵成业,等. 不同围压不同损伤程度红砂岩渗流特性试验研究[J]. 岩石力学与工程学报,2020,39(12):2 405–2 415. (ZHANG Peisen,HOU Jiqun,ZHAO Chengye,et al. Experimental study on seepage characteristics of red sandstone with different confining pressures and different damage degrees[J]. Chinese Journal of Rock Mechanics and Engineering,2020,39(12):2 405–2 415.(in Chinese))
[2] ZHAO Z,ZHOU X P. 3D digital analysis of cracking behaviors of rocks through 3D reconstruction model under triaxial compression[J]. Journal of Engineering Mechanics,2020,146(8):04020084.
[3] ZHAO Y,ZHOU H W,ZHONG J C,et al. Study on the relation between damage and permeability of sandstone at depth under cyclic loading[J]. International Journal of Coal Science and Technology,2019,6(4):479–492.
[4] ZHAO J L,XU H,TANG D Z,et al. Coal seam porosity and fracture heterogeneity of macrolithotypes in the Hancheng Block,eastern margin,Ordos Basin,China[J]. International Journal of Coal Geology,2016,159:18–29.
[5] SUN C R,TANG S H,ZHANG S H,et al. Nanopore characteristics of late paleozoic transitional facies coal–bearing shale in Ningwu Basin,China investigated by nuclear magnetic resonance and low–pressure nitrogen adsorption[J]. Journal of Nanoscience and Nanotechnology,2017,17(9):6 433–6 444.
[6] NIE B S,LIU X F,YANG L L,et al. Pore structure characterization of different rank coals using gas adsorption and scanning electron microscopy[J]. Fuel,2015,158:908–917.
[7] KONG X G,WANG E Y,HU S B,et al. Fractal characteristics and acoustic emission of coal containing methane in triaxial compression failure[J]. Journal of Applied Geophysics,2016,124:139–147.
[8] YANG S Q,RANJITH P G,GUI Y L. Experimental study of mechanical behavior and X-ray micro CT observations of sandstone under conventional triaxial compression[J]. Geotechnical Testing Journal,2015,38(2):179–197.
[9] ZHOU H W,ZHONG J C,REN W G,et al. Characterization of pore-fracture networks and their evolution at various measurement scales in coal samples using X-ray μCT and a fractal method[J]. International Journal of Coal Geology,2018,189:35–49.
[10] 朱红光,谢和平,易 成,等. 岩石材料微裂隙演化的CT识别[J]. 岩石力学与工程学报,2011,30(6):1 230–1 238.(ZHU Hongguang,XIE Heping,YI Cheng,et al. CT identification of microcracks evolution for rock materials[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(6):1 230–1 238.(in Chinese))
[11] 李 静,孔祥超,宋明水,等. 储层岩石微观孔隙结构对岩石力学特性及裂缝扩展影响研究[J]. 岩土力学,2019,40(11):4 149–4 156. (LI Jing,KONG Xiangchao,SONG Mingshui,et al. Study on the influence of reservoir rock micro-pore structure on rock mechanical properties and crack propagation[J]. Rock and Soil Mechanics,2019,40(11):4 149–4 156.(in Chinese))
[12] BAI Q S,TU S H,ZHANG C. DEM investigation of the fracture mechanism of rock disc containing hole(s) and its influence on tensile strength[J]. Theoretical and Applied Fracture Mechanics,2016,86:197–216.
[13] 郎颖娴,梁正召,段 东,等. 基于CT试验的岩石细观孔隙模型重构与并行模拟[J]. 岩土力学,2019,40(3):1 204–1 212.(LANG Yingxian,LIANG Zhengzhao,DUAN Dong,et al. Three-dimensional parallel numerical simulation of porous rocks based on CT technology and digital image processing[J]. Rock and Soil Mechanics,2019,40(3):1 204–1 212.(in Chinese))
[14] 陈乐求,张家生,陈俊桦,等. 初始损伤对脆性岩石抗压力学性质的影响[J]. 中南大学学报:自然科学版,2017,48(2):484–490.(CHEN Qiule,ZHANG Jiasheng,CHEN Junhua,et al. Influences of initial damage on mechanics of brittle rock under compressed stress[J]. Journal of Central South University:Science and Technology,2017,48(2):484–490.(in Chinese))
[15] 蒋邦友,谭云亮,王连国,等. 基于Mogi-Coulomb准则的弹塑性损伤本构模型及其数值实现[J]. 中国矿业大学学报,2019,48(4):784–792.(JIANG Bangyou,TAN Yunliang,WANG Lianguo,et al. Development and numerical implementation of elastoplastic damage constitutive model for rock based on Mogi-Coulomb criterion[J]. Journal of China University of Mining and Technology,2019,48(4):784–792.(in Chinese))
[16] 李翻翻,陈卫忠,雷 江,等. 基于塑性损伤的黏土岩力学特性研究[J]. 岩土力学,2020,41(1):132–140.(LI Fanfan,CHEN Weizhong,LEI Jiang,et al. Study of mechanical properties of claystone based on plastic damage[J]. Rock and Soil Mechanics,2020,41(1):132–140.(in Chinese))
[17] 袁小平,李波涛,刘红岩,等. 基于压缩载荷下微裂纹扩展的微观力学岩石弹塑性损伤模型研究[J]. 中南大学学报:自然科学版,2012,43(8):3 200–3 208.(YUAN Xiaoping,LI Botao,LIU Hongyan,et al. Elastoplastic damage model of rock based on micro-crack propagation under compression[J]. Journal of Central South University:Science and Technology,2012,43(8):3 200–3 208. (in Chinese))
[18] JIANG Z Y,VAN DIJKE M I J,GEIGER S,et al. Pore network extraction for fractured porous media[J]. Advances in Water Resources,2017,107:280–289.
[19] 程志林,隋微波,宁正福,等. 数字岩芯微观结构特征及其对岩石力学性能的影响研究[J]. 岩石力学与工程学报,2018,37(2):449–460.(CHENG Zhilin,SUI Weibo,NING Zhengfu,et al. Microstructure characteristics and its effects on mechanical properties of digital core[J]. Chinese Journal of Rock Mechanics and Engineering,2018,37(2):449–460.(in Chinese))
[20] 文 虎,樊世星,马 砺,等. 煤岩损伤研究的CT扫描技术发展现状及展望[J]. 煤炭科学技术,2019,47(1):44–51.(WEN Hu,FAN Shixing,MA Li,et al. CT scanning technology on coal-rock damage:a comprehensive review[J]. Coal Science and Technology,2019,47(1):44–51.(in Chinese))
[21] 姜 晨. 岩石塑性损伤模型理论研究与工程应用[硕士学位论文][D]. 西安:西安石油大学,2020.(JIANG Chen. Theoretical research and engineering application of rock plastic damage model[M. S. Thesis][D]. Xi'an:Xi?an Shiyou University,2020.(in Chinese))
[22] 刘 巍,徐 明,陈忠范. ABAQUS混凝土损伤塑性模型参数标定及验证[J]. 工业建筑,2014,44(增1):167–171.(LIU Wei,XU Ming,CHEN Zhongfan. Parameters calibration and verification of concrete damage plasticity model of ABAQUS[J]. Industrial Construction,2014,44(Supp.1):167–171.(in Chinese))
[23] 周创兵,陈益峰,姜清辉. 岩体表征单元体与岩体力学参数[J]. 岩土工程学报,2007,29(8):1 135–1 142.(ZHOU Chuangbing,CHEN Yifeng,JIANG Qinghui. Representative elementary volume and mechanical parameters of fractured rock masses[J]. Chinese Journal of Geotechnical Engineering,2007,29(8):1 135–1 142.(in Chinese))
[24] 向文飞,周创兵. 裂隙岩体表征单元体研究进展[J]. 岩石力学与工程学报,2005,24(增2):5 686–5 692.(XIANG Wenfei,ZHOU Chuangbing. The advances in investigation of representative elementary volume for fractured rock mass[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(Supp.2):5 686–5 692.(in Chinese))
[25] DULLIEN F A L. 多孔介质一流体渗移与孔隙结构[M]. 杨富民,黎用启,译. 北京:石油工业出版社,1990:42–43.(DULLIEN F A L. First-class fluid seepage and pore structure in porous media[M]. Translated by YANG Fumin,LI Yongqi. Beijing:Petroleum Industry Press,1990:42–43.(in Chinese))
[26] 杨彦从,彭瑞东,周宏伟. 三维空间数字图像的分形维数计算方法[J]. 中国矿业大学学报,2009,38(2):251–258.(YANG Yancong,PENG Ruidong,ZHOU Hongwei. Computation of fractal dimension for digital image in a 3D Space[J]. Journal of China University of Mining and Technology,2009,38(2):251–258.(in Chinese))
[27] ZHOU H W,XIE H P. Direct estimation of the fractal dimensions of a fracture surface of rock[J]. Surface Review and Letters,2003,10(5):751–762. |
|
|
|