[1] POTYONDY D. O. A bonded-disk model for rock:relating microproperties and macroproperties[C]// Proceedings of the Third International Conference. Virginia:[s. n.],2002:340–345.
[2] 徐金明,谢芝蕾,贾海涛. 石灰岩细观力学特性的颗粒流模拟[J]. 岩土力学,2010,31(增2):390–395. (XU Jinming,XIE Zhilei,JIA Haitao. Simulation of mesomechanical properties of limestone using particle flow code[J]. Rock and Soil Mechanics,2010,31(Supp.2):390–395.(in Chinese))
[3] HSIEH Y M,LI H H,HUANG T H,et al. Interpretations on how the macroscopic mechanical behavior of sandstone affected by microscopic properties-revealed by bonded-particle model[J]. Engineering Geology,2008,99:1–10.
[4] 包春燕,唐春安,唐世斌,等. 单轴拉伸作用下层状岩石表面裂纹的形成模式及其机制研究[J]. 岩石力学与工程学报,2013,32(3):474–482.(BAO Chunyan,TANG Chunan,TANG Shibin,et al. Research on formation mode and mechanism of layered rock surface fractures under uniaxial tension load[J]. Chinese Journal of Rock Mechanics and Engineering,2013,32(3):474–482.(in Chinese))
[5] 罗 荣,曾亚武,杜 欣. 非均质岩石材料宏细观力学参数的关系研究[J]. 岩土工程学报,2012,34(12):2 331–2 336.(LUO Rong,ZENG Yawu,DU Xin. Relationship between macroscopic and mesoscopic mechanical parameters of in homogenous rock material[J]. Chinese Journal of Geotechnical Engineering,2012,34(12):2 331– 2 336.(in Chinese))
[6] 尹成薇,梁 冰,姜利国. 基于颗粒流方法的砂土宏–细观参数关系分析[J]. 煤炭学报,2011,36(增2):264–267.(YIN Chengwei,LIANG Bing,JIANG Liguo. Analysis of relationship between macro- micro-parameters of sandy soil based on particle flow theory[J]. Journal of China Coal Society,2011,36(Suppl.2):264–267.(in Chinese))
[7] POTYONDY D O,CUNDALL P A. A bonded-particle model for rock[J]. International Journal of Rock Mechanics and Mining Sciences,2004,41(8):1 329–1 364.
[8] 陈建峰,李辉利,周 健. 黏性土宏细观参数相关性研究[J]. 力学季刊,2010,31(2):304–309.(CHEN Jianfeng,LI Huili,ZHOU Jian. Study on the relevance of macro-micro parameters for clays[J]. Chinese Quarterly of Mechanics,2010,31(2):304–309.(in Chinese))
[9] 周 喻,吴顺川,焦建津,等. 基于BP神经网络的岩土体细观力学参数研究[J]. 岩土力学,2011,32(12):3 821–3 826.(ZHOU Yu,WU Shunchuan,JIAO Jianjin,et al. Research on mesomechanical parameters of rock and soil mass based on BP neural network[J]. Rock and Soil Mechanics,2011,32(12):3 821–3 826.(in Chinese))
[10] 史旦达,周 健,刘文白,等. 砂土直剪力学性状的非圆颗粒模拟与宏细观机制研究[J]. 岩土工程学报,2010,32(10):1 557–1 565. (SHI Danda,ZHOU Jian,LIU Wenbai,et al. Exploring macro- and micro-scale responses of sand in direct shear tests by numerical simulations using non-circular particles[J]. Chinese Journal of Geotechnical Engineering,2010,32(10):1 557–1 565.(in Chinese))
[11] 徐文杰,胡瑞林,王艳萍. 基于数字图像的非均质岩土材料细观结构PFC2D 模型[J]. 煤炭学报,2007,32(4):358–362.(XU Wenjie,HU Ruilin,WANG Yanping. PFC2D model for mesostructure of inhomogeneous geomaterial based on digital image processing[J]. Journal of China Coal Society,2007,32(4):358–362.(in Chinese))
[12] 丁秀丽,李耀旭,王 新. 基于数字图像的土石混合体力学性质的颗粒流模拟[J]. 岩石力学与工程学报,2010,29(3):477–484. (DING Xiuli,LI Yaoxu,WANG Xin. Particle flow modeling mechanical properties of soil and rock mixtures based on digital image[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(3):477–484.(in Chinese))
[13] 周 基,田 琼,芮勇勤,等. 基于数字图像的沥青混合料离散元几何建模方法[J]. 土木建筑与环境工程,2012,34(1):136–140. (ZHOU Ji,TIAN Qiong,RUI Yongqin,et al. A DEM Geometric method of HMA based on digital imaging processing[J]. Journal of Civil Architectural and environmental Engineering,2012,34(1):136–140.(in Chinese))
[14] Itasca Consulting Group,Inc.. PFC2D (partial flow code in 2 dimension) Version 3.1[R]. Minneapolis,Minnesota:Itasca Consulting Group,Inc.,2001.
[15] 杨 庆,刘元俊. 岩石类材料裂纹扩展贯通的颗粒流模拟[J]. 岩石力学与工程学报,2012,31(增1):3 123–3 129.(YANG Qing,LIU Yuanjun. Simulations of crack propagation in rock-like materials using particle flow code[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(Supp.1):3 123–3 129.(in Chinese))