基于CT的准脆性材料三维结构重建及应用研究

  本文关键词：岩土工程材料的数字图像有限元分析，，由笔耕文化传播整理发布。

[1] 白以龙, 汪海英, 夏蒙棼, 等. 固体的统计细观力学-连接多个耦合的时空尺度[J]. 力学进展, 2006, 36(2): 286―305. Bai Yilong, Wang Haiying, Xia Mengfen, et al. Statistical mesomechanics of solid, linking coupled multiple space and time scales [J]. Advance in Mechanics, 2006, 36(2): 286―305. (in Chinese)
[2] 岳中琦. 岩土细观介质空间分布数字表述和相关力学数值分析的方法、应用和进展[J]. 石力学与工程学报, 2006, 25(5): 875―888. Yue Zhongqi. Digital representation of meso-geomaterial spatial distribution and associated numerical analysis of geomechanics: methods, applications and developments [J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(5): 875―888. (in Chinese)
[3] 陈永强, 郑小平, 姚振汉. 三维非均匀脆性材料破坏过程的数值模拟[J]. 力学学报, 2002, 34(3): 351―361. Chen Yongqiang, Zheng Xiaoping, Yao Zhenhan. Numerical simulation of failure process in 3-D heterogeneous brittle material [J]. Acta Mechanica Sinica, 2002, 34(3): 351―361. (in Chinese)
[4] Liang Z Z, Tang C A, Li H X, et al. Numerical simulation of the 3D failure process in heterogeneous rocks [C]// Hudson J A,Feng X T. Proceedings of the ISRM SINOROCK 2004 Symposium. Elsevier Press, 2004: 419.
[5] 邢纪波, 俞良群, 王泳嘉. 三维梁-颗粒模型与岩石材料细观力学行为模拟[J]. 岩石力学与工程学报, 2008, 18(6): 627―630. Xing Jibo, Yu Liangqun, Wang Yongjia. 3D beam-particle model for simulating meso-mechanical behavior of rock material [J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 18(6): 627―630. (in Chinese)
[6] Potyondy D O, Cundall P A. A bonded-particle model for rock [J]. International Journal of Rock Mechanics and Mining Sciences, 2004, 41(8): 1329―1364.
[7] Zhao G F, Fang J N, Zhao J. A 3D distinct lattice spring model for elasticity and dynamic failure [J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2011, 35(8): 859―885.
[8] Pan P Z, Feng X T, Hudson J. Study of failure and scale effects in rocks under uniaxial compression using 3D cellular automata [J]. International Journal of Rock Mechanics and Mining Sciences, 2009, 46(4): 674―685.
[9] 梁正召, 唐春安, 张永彬, 等. 准脆性材料的物理力学参数随机概率模型及破坏力学行为特征[J]. 岩石力学与工程学报, 2008, 27(4): 718―727. Liang Zhengzhao, Tang Chun’an, Zhang Yongbin, et al. On probability model of physico-mechanical parameters of quasi-brittle materials and associated mechanical failure behaviors [J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(4): 718―727. (in Chinese)
[10] 岳中琦, 陈沙, 郑宏, 等. 岩土工程材料的数字图像有限元分析[J]. 岩石力学与工程学报, 2004: 23(6): 889―897. Yue Zhongqi, Chen Sha, Zheng Hong, et al. Digital image proceeding based on finite element method for geomaterials [J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(6): 889–897. (in Chinese)
[11] 于庆磊, 唐春安, 唐世斌. 基于数字图像的岩石非均匀性表征技术及初步应用[J]. 岩石力学与工程学报, 2007, 26(3): 551―559. Yu Qinglei, Tang Chun’an, Tang Shibin. Digital image based characterization method of rock’s heterogeneity and its primary application [J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(3): 551―559. (in Chinese)
[12] Yue Z Q, Chen S, Tham L G. Finite element modeling of geomaterials using digital image processing [J]. Computers and Geotechnics, 2003, 30(5): 375―397.
[13] Chen S, Yue Z Q, Tham L G. Digital image-based numerical modeling method for prediction of inhomogeneous rock failure [J]. International Journal of Rock Mechanics and Mining Sciences, 2004, 41(6): 939―957.
[14] 邵国建, 杜培荣, 李昂, 等. 大理岩受压破坏的数字图像界面元法模拟[J]. 岩石力学与工程学报, 2012, 31(增刊2): 3466―3470. Shao Guojian, Du Peirong, Li Ang, et al. Simulation of marble failure in compression with digital image interface stress element method [J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(Suppl 2): 3466―3470. (in Chinese)
[15] 徐安权, 徐卫亚, 石崇, 等. 基于数字图像的大型堆积体细观力学特性及力学参数研究[J]. 岩土工程学报, 2012, 34(1): 58―64. Xu Anquan, Xu Weiya, Shi Chong, et al. Micromechanical properties and mechanical parameters of talus deposit based on digital image technology [J]. Chinese Journal of Geotechnical Engineering, 2012, 34(1): 58―64. (in Chinese)
[16] 于庆磊, 唐春安, 朱万成, 等. 基于数字图像的混凝土材料破坏过程的数值模拟[J]. 工程力学, 2008, 25(9): 72―78. Yu Qinglei, Tang Chun’an, Zhu Wancheng, et al. Numerical simulation on the failure process of concrete based on digital image processing [J]. Engineering Mechanics, 2008, 25(9): 72―78. (in Chinese)
[17] 陈沙, 岳中琦, 谭国焕. 基于真实细观结构的岩土工程材料三维数值分析方法[J]. 岩石力学与工程学报, 2006, 25(10): 1951―1959. Chen Sha, Yue Zhongqi, Tham L G. Actual mesostructure-based three-dimensional numerical modeling method for heterogeneous geomaterials [J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(10): 1951―1959. (in Chinese).
[18] 杨更社, 谢定义, 张长庆, 等. 岩石损伤扩展力学特性的CT分析[J]. 岩石力学与工程学报, 1999, 18(3): 250―254. Yang Gengshe, Xie Dingyi, Zhang Changqing, et al. CT analysis on dam age mechanic characteristics of propagation of rock [J]. Chinese Journal of Rock Mechanics and Engineering, 1999, 18(3): 250―254. (in Chinese)
[19] 葛修润, 任建喜, 蒲毅彬, 等. 煤岩三轴细观损伤演化规律的CT动态试验[J]. 岩石力学与工程学报, 1999, 18(5): 497―502. Ge Xiurun, Ren Jianxi, Pu Yibin, et al. A real-in-time CT triaxial testing study of meso-damage evolution law of coal [J]. Chinese Journal of Rock Mechanics and Engineering, 1999, 18(5): 497―502. (in Chinese)
[20] 仵彦卿, 丁卫华, 蒲毅彬, 等. 压缩条件下岩石密度损伤增量的CT 动态观测[J]. 自然科学进展, 2000, 10(9): 830―835. Wu Yanqing, Ding Weihua, Pu Yibin, et al. Dynamic observation of density damage increment for rock under compression conditions by CT technology [J]. Progess in Nature Science, 2000, 10(9): 830―835. (in Chinese)
[21] Wei Zhu, Wenhui Yu, Yao Chen. Digital core modeling from irregular grains [J]. Journal of Applied Geophysics, 2012, 85(10): 37―42.
[22] Oliveira M F S, Lima I, Borghi L, Lopes R T. X-ray microtomography application in pore space reservoir rock [J]. Applied Radiation and Isotopes, 2012, 70(7): 1376―1378.
[23] Andrey P Jivkov, Cathy Hollis, Friday Etiese, et al. A novel architecture for pore network modelling with applications to permeability of porous media [J]. Journal of Hydrology, 2013, 486(3): 246―258.
[24] 李建胜, 王东, 康天合. 基于显微CT试验的岩石孔隙结构算法研究[J]. 岩土工程学报, 2010, 32(11): 1703―1708. Li Jiansheng, Wang Dong, Kang Tianhe. Algorithmic study on rock pore structure based on micro-CT experiment [J]. Chinese Journal of Geotechnical Engineering, 2010, 32(11): 1703―1708. (in Chinese)
[25] 刘汉昆, 孙超, 李杰. 基于CT扫描的混凝土三维细观数值模拟[J]. 建筑科学与工程学报, 2010, 27(1): 54―59. Liu Hankun, Sun Chao, Li Jie. Three-demensional mesoscopic numerical simulation of concrete based on CT scan [J]. Journal of Architecture and Civil Engineering, 2010, 27(1): 54―59. (in Chinese)
[26] 张飞, 周海东, 姜军周. 岩石CT断层序列图像裂纹三维重建及其损伤特性的研究[J]. 黄金, 2010, 31(7): 24―28. Zhang Fei, Zhou Haidong, Jiang Junzhou. Research on the crack 3D reconstruction of rock CT fault series images and rock damage characters [J]. Gold, 2010, 31(7): 24―28. (in Chinese)
[27] Cnudde V, Boone M N. High-resolution X-ray computed tomography in geosciences: A review of the current technology and applications [J]. Earth-Science Reviews, 2013, 123(8): 1―17.
[28] 赵阳升, 孟巧荣, 康天合, 等. 显微CT试验技术与花岗岩热破裂特征的细观研究[J]. 岩石力学与工程学报, 2008, 27(1): 28―34. Zhao Yangsheng, Meng Qiaorong, Kang Tianhe, et al. Micro-CT experimental technology and meso- investigation on thermal fracturing characteristics of granite [J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(1): 28―34. (in Chinese)
[29] Otsu N. A threshold selection method from gray-level histograms [J]. IEEE Trans.Systems Man and Cybernetics, 1979, 9(1): 62―66.
[30] Smith S M, Brady J M. SUSAN-A new approach to low level image processing [J]. International Journal of Computer Vision, 1997, 23(1): 45―78.
[31] 梁正召. 三维条件下的岩石破裂过程分析及其数值试验方法研究[D]. 沈阳: 东北大学, 2005. Liang Zhengzhao. Three-dimensional failure process analysis of rockand associated numerical tests [D]. Shenyang: Northeastern University, 2005. (in Chinese)
[32] 唐春安, 朱万成. 混凝土损伤与断裂-数值实验[M]. 北京: 科学出版社, 2003: 54―55 . Tang Chun’an, Zhu Wancheng. Damage and fracture of concrete numerical experiments [M]. Beijing: Science Press, 2003: 54―55. (in Chinese)

  本文关键词：岩土工程材料的数字图像有限元分析，由笔耕文化传播整理发布。