[2] |
栾茂田,黎 勇,杨 庆. 非连续变形计算力学模型在岩体边坡稳定性分析中的应用[J]. 岩石力学与工程学报,2000,19(3):289-294.(LUAN Maotian,LI Yong,YANG Qing. Discontinuous deformation computational mechanics model and its application in stability analysis of rock slope[J]. Chinese Journal of Rock Mechanics and Engineering,2000,19(3):289-294.(in Chinese))
|
[3] |
殷坤龙,姜清辉,汪 洋. 新滩滑坡运动全过程的非连续变形分析与仿真模拟[J]. 岩石力学与工程学报,2002,21(7):959-962.(YIN Kunlong,JIANG Qinghui,WANG Yang. Numerical simulation on the movement process of Xintan landslide by DDA method[J]. Chinese Journal of Rock Mechanics and Engineering,2002,21(7):959-962.(in Chinese))
|
[5] |
方 杰,秦小军,蔡永建,等. 基于DDA和FEM的砌体结构震动分析[J]. 大地测量与地球动力学,2016,36(6):520-524.(FANG Jie,QIN Xiaojun,CAI Yongjian,et al. Earthquake response analysis of masonry structural by discontinuous deformation analysis[J]. Journal of Geodesy and Geodynamics,2016,36(6):520-524.(in Chinese))
|
[7] |
SHI G H. Producing joint polygons,cutting rock blocks and finding removable blocks for general free surfaces[J]. Chinese Journal of Rock Mechanics and Engineering,2006;25(11):2 161-2 170.
|
[12] |
WANG W,CHEN G Q,ZHANG H,et al. Analysis of landslide-generated impulsive waves using a coupled DDA-SPH method[J]. Engineering Analysis with Boundary Elements,2016,64:267-277.
|
[13] |
ZHANG H,LIU S G,WANG W,et al. A new DDA model for kinematic analyses of rockslides on complex 3D terrain[J]. Bulletin of Engineering Geology and the Environment,2018,77(2):555-571.
|
[15] |
LIU S G,LI Z J,ZHANG H,et al. A 3D DDA damage analysis of brick masonry buildings under the impact of boulders in mountainous areas[J]. Journal of Mountain Science,2018,15(3):657-671.
|
[4] |
付晓东,盛 谦,张勇慧. 水电站地下洞室群分步开挖的非连续变形分析[J]. 岩土力学,2013,34(2):568-574.(FU Xiaodong,SHENG Qian,ZHANG Yonghui. Stepwise excavation process of underground caverns of hydropower station using DDA[J]. Rock and Soil Mechanics,2013,34(2):568-574.(in Chinese))
|
[8] |
SHI G H. Contact theory[J]. Science China-Technological Sciences,2015;58(5):1 450-1 498.
|
[33] |
姜清辉,丰定祥. 三维非连续变形分析方法中的锚杆模拟[J]. 岩土力学,2001,22(2):176-178.(JIANG Qinghui,FENG Dingxiang. Modeling of rockbolts in three-dimensional discontinuous deformation analysis[J]. Rock and Soil Mechanics,2001,22(2):176-178.(in Chinese))
|
[9] |
姜清辉,周创兵,罗先启,等. 三维DDA与有限元的耦合分析方法及其应用[J]. 岩土工程学报,2006,28(8):998-1 001.(JIANG Qinghui,ZHOU Chuangbin,LUO Xianqi,et al. Coupling method of three-dimensional DDA-FEM and its application[J]. Chinese Journal of Geotechnical Engineering,2006,28(8):998-1 001.(in Chinese))
|
[17] |
付晓东,盛 谦,张勇慧. 非连续变形分析方法中的阻尼问题研 究[J]. 岩土力学,2015,36(7):2 057-2 062.(FU Xiaodong,SHENG Qian,ZHANG Yonghui. Damping problem in discontinuous deformation analysis method[J]. Rock and Soil Mechanics,2015,36(7):2 057-2 062.(in Chinese))
|
[19] |
江 巍,郑 宏. 非连续变形分析方法中人为参数的影响[J]. 岩土力学,2007,28(12):2 603-2 606.(JIANG Wei,ZHENG Hong. Influences of artificial parameters in DDA method[J]. Rock and Soil Mechanics,2007,28(12):2 603-2 606.(in Chinese))
|
[22] |
BAKUN-MAZOR D,HATZOR Y H,GLASER S D. Dynamic sliding of tetrahedral wedge:The role of interface friction[J]. International Journal for Numerical and Analytical Methods in Geomechanics,2012,36(2):327-343.
|
[23] |
CUNDALL P A. A computer model for simulating progressive large scale movements in blocky rock systems[C]// Proceeding of the Symposium of the International Society of Rock Mechanics. Rotterdam:[s. n. ],1971:11-18.
|
[25] |
CUNDALL P A. Formulation of a three-dimensional distinct element model—part I:a scheme to detect and represent contacts in a system composed of many polyhedral blocks[J]. International Journal of Rock Mechanics and Mining Sciences,1988,25(3):107-116.
|
[29] |
QU X L,MA G W,FU G Y. Coupled time domain integration algorithm for numerical manifold method[J]. International Journal of Geomechanics,2017,17(5):E4016005.
|
[32] |
WU J H. Compatible algorithm for integrations on a block domain of any shape for three-dimensional discontinuous deformation analysis[J]. Computers and Geotechnics,2010,37:153-163.
|
[35] |
姜清辉,朱传云,丰定祥. 三维非连续变形分析方法的变分原理及应用[J]. 岩石力学与工程学报,2002,21(增):2 090-2 093.(JIANG Qinghui,ZHU Chuanyun,FENG Dingxiang. Variational principle and application of three-dimensional discontinuous deformation analysis method[J]. Chinese Journal of Rock Mechanics and Engineering,2002,21(Supp.):2 090-2 093.(in Chinese))
|
[39] |
ZHANG H,LIU S G,ZHENG L,et al. Extensions of edge-to-edge contact model in three-dimensional discontinuous deformation analysis for friction analysis[J]. Computers and Geotechnics,2016,71:261-275.
|
[1] |
SHI G H. Discontinuous deformation analysis:a new numerical model for the statics and dynamics of block systems[Ph. D. Thesis][D]. Berkeley:University of California,1988.
|
[6] |
SHI G H. Three dimensional discontinuous deformation analysis[C]// Proceedings of the Fourth International Conference on Discontinuous Deformation Analysis(ICADD-4). Scotland:[s. n.],2001:1-21.
|
[10] |
ZHU H H,WU W,CHEN J Q,et al. Integration of three dimensional discontinuous deformation analysis(DDA) with binocular photogrammetry for stability analysis of tunnels in blocky rock mass[J]. Tunnelling and Underground Space Technology,2016,51(1):30-40.
|
[16] |
姜清辉,周创兵,漆祖芳. 基于Newmark积分方案的DDA方法[J]. 岩石力学与工程学报,2009,28(增1):2 778-2 783.(JIANG Qinghui,ZHOU Chuangbing,QI Zufang. Discontinuous deformation analysis method based on Newmark integration algorithm[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(Supp.1): 2 778-2 783.(in Chinese))
|
[18] |
DOOLIN D M,SITAR N. Time integration in discontinuous deformation analysis[J]. Journal of Engineering Mechanics,2004,130(3):249-258.
|
[26] |
刘凯欣,高凌天. 离散元法研究的评述[J]. 力学进展,2003,33(4):483-490.(LIU Kaixin,GAO Lingtian. A review on the discrete element method[J]. Advances in Mechanics,2003,33(4):483-490.(in Chinese))
|
[27] |
QU X L,FU G Y,MA G W. An explicit time integration scheme of numerical manifold method[J]. Engineering Analysis with Boundary Elements,2014,48:53-62.
|
[28] |
QU X L,WANG Y,FU G Y. Efficiency and accuracy verification of the explicit numerical manifold method for dynamic problems[J]. Rock Mechanics and Rock Engineering,2015,48:1 131-1 142.
|
[36] |
ZHANG H,LIU S G,HAN Z,et al. A new algorithm to identify contact types between arbitrarily shaped polyhedral blocks for three-dimensional discontinuous deformation analysis[J]. Computers and Geotechnics,2016,80:1-15.
|
[38] |
FAN H,HE S M. An angle-based method dealing with vertex-vertex contact in the two-dimensional discontinuous deformation analysis (DDA)[J]. Rock Mechanics and Rock Engineering,2015,48(5): 2 031-2 043.
|
[11] |
ZHAO G F,LIAN J J,RUSSELL A R,et al. Three-dimensional DDA and DLSM coupled approach for rock cutting and rock penetration[J]. International Journal of Geomechanics,2016,17(5):E4016015.
|
[14] |
WU W,ZHU H H,LIN J S,et al. Tunnel stability assessment by 3D DDA-key block analysis[J]. Tunnelling and Underground Space Technology,2018,71:210-214.
|
[20] |
邬爱清,冯细霞,卢 波. 非连续变形分析中时间步及弹簧刚度取值研究[J]. 岩土力学,2015,36(3):891-897.(WU Aiqing,FENG Xixia,LU Bo. Parametric research on time step and spring stiffness in DDA[J]. Rock and Soil Mechanics,2015,36(3):891-897.(in Chinese))
|
[24] |
CUNDALL P A. UDEC:A Generalized distinct element program for modelling jointed rock[R]. U. S. Army:[s. n.],1980.
|
[30] |
QU X L,QI C,FU G Y. Effects of time integration schemes on discontinuous deformation simulations using the numerical manifold method[J]. International Journal for Numerical Methods in Engineering,2017,112:1 614-1 635.
|
[34] |
姜清辉,杨文柱,丰定祥. 三维块体系统非连续变形正分析模型[J]. 岩石力学与工程学报,2002,21(12):1 765-1 769.(JIANG Qinghui,YOUNG Wenzhu,FENG Dingxiang. Three-dimensional discontinuous deformation analysis for forward modeling[J]. Chinese Journal of Rock Mechanics and Engineering,2002,21(12):1 765-1 769.(in Chinese))
|
[40] |
SHI G H. Manifold method[C]// Proceedings of the First International Forum on Discontinuous Deformation Analysis (DDA) and Simulations of Discontinuous Media. California:[s. n. ],1996:52-204.
|
[21] |
YAGODA-BIRAN G,HATZOR Y H. Benchmarking the numerical discontinuous deformation analysis method[J]. Computers and Geotechnics,2016,71(1):30-46.
|
[31] |
SHI G H. Simplex integration for manifold method,FEM, DDA and analytical analysis[C]// Proceedings of the First International Forum on Discontinuous Deformation Analysis(DDA) and Simulations of Discontinuous Media. California:[s. n. ],1996:205-262.
|
[37] |
ZHANG H,CHEN G Q,ZHENG L,et al. Detection of contacts between three-dimensional polyhedral blocks for discontinuous deformation analysis[J]. International Journal of Rock Mechanics and Mining Sciences,2015,78(1):57-73.
|
[41] |
ZHU H H,WU W,ZHUANG X Y,et al. Method for estimating normal contact parameters in collision modeling using discontinuous deformation analysis[J]. International Journal of Geomechanics,2017,17(5):E4016011.
|