[1] 吕 庆,孙红月,翟三扣,等. 边坡滚石运动的计算模型[J]. 自然灾害学报,2003,12(2):79–84.(LU Qing,SUN Hongyue,ZHAI Sankou,et al. Evaluation models of rockfall trajectory[J]. Journal of Nature Disasters,2003,12(2):79–84.(in Chinese))
[2] CHAU K T,WONG R H C,WU J J. Coefficient of restitution and rotational motions of rockfall impacts[J]. International Journal of Rock Mechanics and Mining Sciences,2002,39(1):69–77.
[3] DORREN L K A, MAIER B,PUTTERS U S,et al. Combining field and modelling techniques to assess rockfall dynamics on a protection forest hillslope in the European alps[J]. Geomorphology,2004,57(3/4):151–167.
[4] 何思明,吴 永,李新坡. 滚石冲击碰撞恢复系数研究[J]. 岩土力学,2009,30(3):623–627.(HE Siming,WU Yong,LI Xinpo. Research on restitution of coefficient of rock fall[J]. Rock and Soil Mechanics,2009,30(3):623–627.(in Chinese))
[5] GIANI G. P. Rock slope stability analysis[M]. Rotterdam:Balkema,1992:193–208.
[6] AGLIARDI F,CROSTA G B. High resolution three-dimensional numerical modelling of rockfalls[J]. International Journal of Rock Mechanics and Mining Sciences,2003,40(4):455–471.
[7] GIACOMINI A,BUZZI O,RENARD B,et al. Experimental studies on fragmentation of rock falls on impact with rock surfaces[J]. International Journal of Rock Mechanics and Mining Sciences,2009,46(4):708–715.
[8] NOCILLA N,EVANGELISTA A,DI SANTOLO A S. Fragmentation during rock falls:two Italian case studies of hard and soft rocks[J]. Rock Mechanics and Rock Engineering,2009,42(5):815–833.
[9] FORNARO M,PEILA D,NEBBIA M. Block falls on rock slopes—application of a numerical simulation program to some real cases[C]// Proceedings of the 6th International Congress IAEG. Rotterdam: Balkema,1990:2 173–2 180.
[10] ZHANG Z X,KOU S Q,JIANG L G,et al. Effects of loading rate on rock fracture:fracture characteristics and energy partitioning[J]. International Journal of Rock Mechanics and Mining Sciences,2000,37(5):745–762.
[11] CHAU K T,WU S Z,ZHU W C,et al. Dynamic fracture and fragmentation of spheres[C]// Proceedings of 16th ASCE Engineering Mechanics Conference. Washington :University of Washington,Seattle,2003:21–30.
[12] WANG Y N,FULVIO T. Discrete element modeling of rock fragmentation upon impact in rock fall analysis[J]. Rock Mechanics and Rock Engineering,2011,44(1):23–35.
[13] 许金余,刘 石. 大理岩冲击加载试验碎块的分形特征分析[J]. 岩土力学,2012,33(11):3 225–3 229.(XU Jinyu,LIU Shi. Research on fractal characteristics of marble fragments subjected to imact loading[J]. Rock and Soil Mechanics,2012,33(11):3 225–3 229.(in Chinese))
[14] HOU T,XU Q,ZHOU J. Size distribution,morphology and fractal characteristics of brittle rock fragmentations by the impact loading effect[J]. Acta Mechanica,2015,226(11):3 623–3 637.
[15] 齐金铎. 岩石破碎块度特性及计算方法[J]. 中国矿业,1995,4(1):34–37.(QI Jinduo. Characteristics of rock fragment size and routine calculation[J]. China Mining Magazine,1995,4(1):34–37.(in Chinese))
[16] LABIOUSE V,HEIDENREICH B. Half-scale experimental study of rockfall impacts on sandy slopes[J]. Natural Hazards and Earth System Sciences,2009,9(6):1 981–1 993.
[17] 何思明,李新坡,吴 永. 考虑弹塑性变形的泥石流大块石冲击力计算[J]. 岩石力学与工程学报,2007,26(8):1 664–1 669.(HE Siming,LI Xinpo,WU Yong. Calculation of inpact force of outrunner blocks in debris flow considering elastoplastic deformation[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(8):1 664– 1 669.(in Chinese))
[18] 杜妍辰,王树林. 两颗粒弹塑性正碰撞的耗散模型[J]. 机械工程学报,2009,45(2):149–156.(DU Yancheng,WANG Shulin. Elastoplastic normal impact dissipation model of two particles[J]. Journal of Mechanical Engineering,2009,45(2):145–156.(in Chinese))