[1]李克钢, 秦庆词, 杨宝威, 等. 考虑初始宏细观缺陷的裂隙岩体损伤本构模型研究[J].中国安全生产科学技术,2018,14(12):90-96.
LI Kegang, QIN Qingci, YANG Baowei,et al. Study on damage constitutive model of fractured rock mass considering initial macro and micro defects [J]. Journal of Safety Production Science and Technology, 2018, 14 (12): 90-96.
[2]付斌, 周宗红, 王海泉, 等. 大理岩单轴循环加卸载破坏声发射先兆信息研究[J]. 煤炭学报, 2016,41(8):1946-1953.
FU Bin, ZHOU Zonghong, WANG Haiquan,et al. Study on AE precursor information of uniaxial cyclic loading and unloading failure of marble[J].Journal of China Coal Society, 2016,41(8): 1946-1953.
[3]龙恩林, 陈俊智, 李春义, 等. 循环扰动荷载下花岗岩的力学性质与声发射特征参数研究[J].矿冶,2019,28(1):9-14.
LONG Enlin, CHEN Junzhi, LI Chunyi,et al. Study on mechanical properties and acoustic emission characteristic parameters of granite under cyclic disturbance load [J]. Mining and Metallurgy, 2019, 28(1): 9-14.
[4]CUNDALL P A,STRACK O D L. Particle flow code in 2D[M].Minnesota: Itasca Consulting Group, Inc., 1999.
[5]丛宇, 王在泉, 郑颖人, 等. 基于颗粒流原理的岩石类材料细观参数的试验研究[J]. 岩土工程学报, 2015,37(6):1031-1040.
CONG Yu, WANG Zaiquan, ZHENG Yingren, et al. Experimental study on microscopic parameters of rock materials based on particle flow principle[J].Chinese Journal of Geotechnical Engineering, 2015,37(6): 1031-1040.
[6]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(S2):390-395.
XU Jinming, XIE Zhilei, JIA Haitao.Particle flow simulation of meso mechanical properties of limestone [J]. Rock and Soil Mechanics, 2010,31 (S2): 390-395.
[7]陈鹏宇. 岩石颗粒流模型单轴压缩的加载速率效应研究[J]. 地下空间与工程学报, 2018,14(3):635-642.
CHEN Pengyu. The effect of loading rate on uniaxial compression of rock particle flow model[J].Journal of Underground Space and Engineering, 2018,14(3): 635-642.
[8]吴顺川, 周喻, 高斌. 卸载岩爆试验及PFC~(3D)数值模拟研究[J]. 岩石力学与工程学报, 2010,29(S2):4082-4088.
WU Shunchuan,ZHOU Yu, GAO Bin. Unloading rock burst test and PFC ~ (3D) numerical simulation [J]. Chinese Journal of Rock Mechanics and Engineering, 2010,29 (S2): 4082-4088.
[9]周喻, 吴顺川, 许学良, 等. 岩石破裂过程中声发射特性的颗粒流分析[J]. 岩石力学与工程学报, 2013,32(5):951-959.
ZHOU Yu, WU Shunchuan,XU Xueliang, et al. Particle flow analysis of acoustic emission characteristics during rock fracture [J].Chinese Journal of Rock Mechanics and Engineering, 2013,32(5): 951-959.
[10]田文岭, 杨圣奇, 方刚. 煤样三轴循环加卸载力学特征颗粒流模拟[J]. 煤炭学报, 2016,41(3):603-610.
TIAN Wenling, YANG Shengqi, FANG Gang. Particle flow simulation of mechanical characteristics of three axis cyclic loading and unloading for coal samples [J]. Journal of China Coal Society, 2016,41 (3): 603-610.
[11]LAJTAI E Z. Brittle fracture in compression[J].International Journal of Fracture,1974,10(4) : 525-536.
[12]BOBET A,EINSTEIN H H. Fracture coalescence in rock-type material under uniaxial and biaxial compressions[J].International Journal of Rock Mechanics and Mining Sciences,1998,35(7) : 863-888.
[13]蒋明镜,陈贺,张宁,等.含双裂隙岩石裂纹演化机理的离散元数值分析[J].岩土力学,2014,35( 11) : 3259-3268,3288.
JIANG Mingjing, CHEN He, ZHANG Ning, et al. Discrete element numerical analysis of crack evolution mechanism of rocks containing double cracks [J]. Geotechnical Mechanics, 2014,35 (11): 3259-3268, 3288.
[14]周杰, 汪永雄, 周元辅. 基于颗粒流的砂岩三轴破裂演化宏-细观机理[J]. 煤炭学报, 2017,42(S1):76-82.
ZHOU Jie, WANG Yongxiong, ZHOU Yuanfu. Macro-micro mechanism of sandstone triaxial fracture evolution based on granular flow [J]. Journal of China Coal Society, 2017,42 (S1): 76-82.
[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(S1): 3123-3129.
YANG Qing, LIU Yuanjun. Particle flow simulation of crack propagation through rock materials [J].Chinese Journal of Rock Mechanics and Engineering, 2012, 31 (S1): 3123-3129.
[16]黄兴. 循环荷载作用下石膏岩疲劳损伤特性及其本构模型[D].西安:长安大学,2017.
[17]陈永芳. 循环三轴等增幅荷载下斜长花岗岩损伤演化研究[D].成都:成都理工大学,2016.
[18]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.
[19]史旦达. 单调与循环加荷条件下砂土力学性质细观模拟[D].上海:同济大学, 2007.
[20]石崇,张强,王盛年.颗粒流(PFC5.0 )数值模拟技术及应用[M].北京:中国建筑工业出版社,2018.
[21]ITASCA Consulting Group, Inc.. PFC3D theory and background[M].Minnesota: Itasca Consulting Group, Inc., 2008.
[22]陈鹏宇. PFC~(2D)模拟裂隙岩石裂纹扩展特征的研究现状[J]. 工程地质学报, 2018,26(2):528-539.
CHEN Pengyu. Research status of PFC ~ (2D) simulation of crack propagation in fractured rock[J].Journal of Engineering Geology, 2018,26(2): 528-539.
[23]徐金明, 赵丹, 黄大勇. 基于实际分布的花岗岩颗粒流模拟几何模型[J]. 地下空间与工程学报, 2017,13(3):678-683.
XU Jinming,ZHAO Dan, HUANG Dayong. Geometric model for granite particle flow simulation based on actual distribution [J].Chinese Journal of Underground Space and Engineering, 2017,13(3): 678-683.
[24]JENSEN R P, BOSSCHER P J, PLESHA M E, et al.DEM simulation of granular media-structure interface:effects of surface roughness and particle shape[J].International Journal for Numerical and Analytical Methods in Geomechanics, 1999, 23: 531-547.
[25]李庶林, 尹贤刚, 王泳嘉,等. 单轴受压岩石破坏全过程声发射特征研究[J]. 岩石力学与工程学报, 2004(15):2499-2503.
LI Shulin, YIN Xiangang, WANG Yongjia, et al. Acoustic emission characteristics of rock failure under uniaxial compression [J]. Chinese Journal of Rock Mechanics and Engineering, 2004 (15): 2499-2503.
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