Gentilini C, Govoni L, Miranda S D, et al. Three-dimensional numerical modelling of falling rock protection barriers [J]. Computer Geotechnics, 2012, 44: 58-72.
[2]
Govoni L, Miranda S D, Gentilini C, Ubertini F. Modelling of falling rock protection barriers [J]. International Journal of Physical Modelling in Geotechnics, 2011, 11(4): 126-137.
[3]
Nicot F, Cambou B, Mazzoleni G. Design of rockfall restraining nets from a discrete element modeling [J]. Rock Mechanics and Rock Engineering, 2001, 34(2): 99-118.
[4]
Nicot F, Cambou B, Mazzoleni G. From a constitutive modelling of metallic rings to the design of rockfall restraining nets [J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2001, 25(1): 49-70.
[5]
汪敏, 石少卿, 阳友奎. 两种不同组合形式的环形网耗能性能的对比分析[J]. 振动与冲击, 2012, 31(2): 55-61. Wang Min, Shi Shaoqing, Yang Youkui. Comparative analysis for capacity of energy dissipation of a ring net with two different connection forms [J]. Journal of Vibration and Shock, 2012, 31(2): 55-61. (in Chinese)
[6]
汪敏, 石少卿, 康建功. 落石冲击作用下环形网耗能性能的理论及数值模拟研究[J]. 振动与冲击, 2011, 30(3): 10-13, 21. Wang Min, Shi Shaoqing, Kang Jiangong. Numerical and theoretical analysis of dissipation energy capacity of ring net impacted by rockfall [J]. Journal of Vibration and Shock, 2011, 30(3): 10-13, 21. (in Chinese)
[7]
Moaveni S. Finite element analysis: Theory and application with ANSYS [M]. New Jersey: Prentice-Hall Publications, 1999: 75-88.
[8]
Castro-Fresno D, del Coz Diaz J J, López L A, Nieto P J G. Evaluation of the resistant capacity of cable nets using the finite element method and experimental validation [J]. Engineering Geology, 2008, 100(1/2): 1-10.
[9]
Cazzani A, Mongiovi L, Frenez T. Dynamic finite element analysis of interceptive devices for falling rocks [J]. International Journal of Rock Mechanics and Mining Sciences, 2002, 39(3): 303-321.
[10]
汪敏, 石少卿, 阳友奎. 边坡主动防护系统加固力简化计算方法研究[J]. 公路交通科技, 2011, 28(5): 12-16, 32. Wang Min, Shi Shaoqing, Yang Youkui. Research on simplified calculation method of reinforcement force of slope active protection system [J]. Journal of Highway and Transportation Research and Development, 2011, 28(3): 12-16, 32. (in Chinese)
[11]
何思明. 滚石对防护结构的冲击压力计算[J]. 工程力学, 2010, 27(9): 175-180. He Siming. Calulation of compact pressure of rock-fall on shield structure [J]. Engineering Mechanics, 2010, 27(9): 175-180. (in Chinese)
[12]
何思明, 吴永. 新型耗能减震滚石棚洞作用机制研究[J]. 岩石力学与工程学报, 2010, 29(5): 926-932. He Siming, Wu Yong. Research on cushioning mechanism of new-type energy dissipative rock shed [J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(5): 926-932. (in Chinese)
[13]
阳友奎. 用于隔离防护飞石或落石的柔性棚洞[P]. 中国, 实用新型专利, 专利号CN101666070, 2010. Youkui Yang. A new type flexible rock-shed used for isolation and protection of the flying rocks and rockfall [P]. China, Utility Model Patent, Patent number CN101666070, 2010. (in Chinese)
[14]
汪敏. 柔性防护技术和柔性棚洞的设计及工程应用研究[D]. 重庆: 后勤工程学院, 2011. Wang Min. The engineering application and the design research of the flexible protective technique and the flexible rock shed [D]. Chongqing: Logistical Engineering University, 2011. (in Chinese)
[15]
TB/T3089-2004, 铁路沿线斜坡柔性安全防护网[S]. 北京: 铁道出版社, 2004. TB/T3089-2004, The flexible safety net for protection of slope along the line [S]. Beijing: China Railway Publishing House, 2004. (in Chinese)
[16]
Volkwein A. Numerical simulation of flexible rockfall protection systems [C]// Proceedings of Congress on Computing in Civil Engineering. Cancun Mexico, 2005: 12-16.
[17]
del Coz Díaz J J, Nieto P J G, Fresno D C, Fernández E B. Non-linear analysis of cable networks by FEM and experimental validation [J]. International Journal of Computer Mathematics, 2009, 86(2): 301-313.
