Volume 41 Issue 7
Jul.  2021
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YAN Peng, FANG Qin, ZHANG Jinhua, ZHANG Yadong, CHEN Li, FAN Junyu. Experimental study of different typical shape falling-rocks impacting on the sand cushion and dimensionless analysis[J]. Explosion And Shock Waves, 2021, 41(7): 073303. doi: 10.11883/bzycj-2020-0219
Citation: YAN Peng, FANG Qin, ZHANG Jinhua, ZHANG Yadong, CHEN Li, FAN Junyu. Experimental study of different typical shape falling-rocks impacting on the sand cushion and dimensionless analysis[J]. Explosion And Shock Waves, 2021, 41(7): 073303. doi: 10.11883/bzycj-2020-0219

Experimental study of different typical shape falling-rocks impacting on the sand cushion and dimensionless analysis

doi: 10.11883/bzycj-2020-0219
  • Received Date: 2020-06-30
  • Rev Recd Date: 2020-08-03
  • Available Online: 2021-07-05
  • Publish Date: 2021-07-05
  • An experimental study on the impact force and penetration of falling rocks with three typical shapes, including spherical, conical and flat shapes, against the cushion was carried out. The experimental results show that the shape of the falling rock has a significant influence on the impact results. Under the same conditions, the flat blocks have the highest impact force, the lowest penetration depth and the shortest peak impact time, and the opposite for the conical falling rocks, with spherical blocks are between the two. The dimensionless analysis method was adopted to convert the mass, velocity, shape, size of the falling rock, the strength and density of the cushion layer into the dimensionless strength impact factor I, density impact factor λ and shape impact factor ψ. The correlation analysis between the impact factors and penetration test data shows that: (1) The effects of the impact factors I and λ on the final depth of penetration zm/d are similar. (2) The analysis of the impact factors I and λ effects on penetration depth shows that I and λ are relatively independent. The pattern of the I effects on the depth of penetration is generally consistent for different λ values.
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  • [1]
    JACQUEMOUD J. Swiss guideline for the design of protection galleries: background, safety concept and case histories [C] // Impact Load by Rock Falls and Design of Protection Structures, Joint Japan-Swiss Scientific Seminar. Kanazawa, Japan: Kanazawa University, 1999.
    [2]
    山口悟, 木幡行宏, 小室雅人, 等. 敷砂あるいは砕石緩衝材の緩衝特性に関する大型重錘落下衝撃実験 [C] // 構造工学論文集, 2014, 60: 983–995.
    [3]
    CALVETTI F, PRISCO C, VECCHIOTTI M. Experimental and numerical study of rock-fall impacts on granular soils [J]. Rivista Italiana di Geotecnica, 2005, 4: 95–109.
    [4]
    GERBER W, VOLKWEIN A. Impact loads of falling rocks on granular material [C] // Third Euro Mediterranean Symposium on Advances in Geomaterials and Structures, 2010, 10: 337–342.
    [5]
    袁进科, 黄润秋, 裴向军. 滚石冲击力测试研究 [J]. 岩土力学, 2014, 35(1): 48–54. DOI: 10.16285/j.rsm.2014.01.011.

    YUAN J K, HUANG R Q, PEI X J. Test research on rockfall impact force [J]. Rock and Soil Mechanics, 2014, 35(1): 48–54. DOI: 10.16285/j.rsm.2014.01.011.
    [6]
    YU B, YI W, ZHAO H B. Experimental study on the maximum impact force by rock fall [J]. Landslides, 2018, 15(2): 233–242. DOI: 10.1007/s10346-017-0876-x.
    [7]
    何思明, 沈均, 吴永. 滚石冲击荷载下棚洞结构动力响应 [J]. 岩土力学, 2011, 32(3): 781–788. DOI: 10.16285/j.rsm.2011.03.033.

    HE S M, SHEN J, WU Y. Rock shed dynamic response to impact of rock-fall [J]. Rock and Soil Mechanics, 2011, 32(3): 781–788. DOI: 10.16285/j.rsm.2011.03.033.
    [8]
    FITYUS S G, GIACOMINI A, BUZZI O. The significance of geology for the morphology of potentially unstable rocks [J]. Engineering Geology, 2013, 162: 43–52. DOI: 10.1016/j.enggeo.2013.05.007.
    [9]
    重庆交通科研设计院. 公路隧道设计规范: JTG D70–2004 [S]. 北京: 人民交通出版社, 2004.
    [10]
    铁道部第二设计院. 铁路工程设计技术手册(隧道) [M]. 北京: 人民铁道出版社, 1978.
    [11]
    杨其新, 关宝树. 落石冲击力计算方法的试验研究 [J]. 铁道学报, 1996, 18(1): 101–106. DOI: 10.3321/j.issn:1001-8360.1996.01.017.

    YANG Q X, GUAN B S. Test and research on calculating method of falling stone impulsive force [J]. Journal of the China Railway Society, 1996, 18(1): 101–106. DOI: 10.3321/j.issn:1001-8360.1996.01.017.
    [12]
    Janpan Road Association. Manual for anti-impact structures against falling rocks [M]. Tokyo, Japan: Maruzen Publisher, 2000.
    [13]
    LABIOUSE V, DESCOEUDRES F, MONTANI S. Experimental study of rock sheds impacted by rock blocks [J]. Structural Engineering International, 1996, 6(3): 171–176. DOI: 10.2749/101686696780495536.
    [14]
    ASTRA S B B. Einwirkungen infolge Steinschlags auf Schutzgalerien [M]. Bern: Swiss Federal Roads Office and Swiss Federal Railways, 2008.
    [15]
    PICHLER B, HELLMICH C, MANG H A. Impact of rocks onto gravel design and evaluation of experiments [J]. International Journal of Impact Engineering, 2005, 31(5): 559–578. DOI: 10.1016/j.ijimpeng.2004.01.007.
    [16]
    MOUGIN J P, PERROTIN P, MOMMESSIN M, et al. Rock fall impact on reinforced concrete slab: an experimental approach [J]. International Journal of Impact Engineering, 2005, 31(2): 169–183. DOI: 10.1016/j.ijimpeng.2003.11.005.
    [17]
    SCHELLENBERG K, KHASRAGHY G S, VOGEL T, et al. Impact behavior of reinforced concrete slabs subjected to rock fall loading [C] // SUSI 2008. Southampton: WIT Press, 2008, 98: 25–34.
    [18]
    DELHOMME F, MOMMESSIN M, MOUGIN J P, et al. Simulation of a block impacting a reinforced concrete slab with a finite element model and a mass-spring system [J]. Engineering Structures, 2007, 29(11): 2844–2852. DOI: 10.1016/j.engstruct.2007.01.017.
    [19]
    CHIKATAMARLA R, LAUE J, SPRINGMAN S M. Rockfall impact on protection galleries [C] // The Second International Conference of Structural Engineering Mechanics and Computations. Cape Town, South Africa, 2004: 1139–1144.
    [20]
    PERERA S, LAM N, PATHIRANA M, et al. Deterministic solutions for contact force generated by impact of windborne debris [J]. International Journal of Impact Engineering, 2016, 91: 126–141. DOI: 10.1016/j.ijimpeng.2016.01.002.
    [21]
    唐建辉. 落石冲击对隧道明洞结构的影响研究 [D]. 成都: 西南交通大学, 2013.
    [22]
    陈驰, 刘成清, 陈林雅, 等. 落石作用于钢筋混凝土棚洞的冲击力研究 [J]. 公路交通科技, 2015, 32(1): 102–109. DOI: 10.3969/j.issn.1002-0268.2015.01.017.

    CHEN C, LIU C Q, CHEN L Y, et al. Study on impact force of rock-fall onto rock shed tunnel [J]. Journal of Highway and Transportation Research and Development, 2015, 32(1): 102–109. DOI: 10.3969/j.issn.1002-0268.2015.01.017.
    [23]
    SHEN W G, ZHAO T, DAI F, et al. DEM analyses of rock block shape effect on the response of rockfall impact against a soil buffering layer [J]. Engineering Geology, 2019, 249: 60–70. DOI: 10.1016/j.enggeo.2018.12.011.
    [24]
    CALVETTI F, DI PRISCO C. Rockfall impacts on sheltering tunnels: real-scale experiments [J]. Géotechnique, 2012, 62(10): 865–876. DOI: 10.1680/geot.9.p.036.
    [25]
    YAN P, ZHANG J, FANG Q, et al. Numerical simulation of the effects of falling rock’s shape and impact pose on impact force and response of RC slabs [J]. Construction and Building Materials, 2018, 160: 497–504. DOI: 10.1016/j.conbuildmat.2017.11.087.
    [26]
    KAWAHARA S, MURO T. Effects of dry density and thickness of sandy soil on impact response due to rockfall [J]. Journal of Terramechanics, 2006, 43(3): 329–340. DOI: 10.1016/j.jterra.2005.05.009.
    [27]
    唐红梅, 鲜学福, 王林峰, 等. 基于小波变换的碎石土垫层落石冲击回弹系数试验 [J]. 岩土工程学报, 2012, 34(7): 1278–1282.

    TANG H M, XIAN X F, WANG L F, et al. Coefficient of resilience for rock fall onto gravel soil cushion based on wavelet transform theory [J]. Chinese Journal of Geotechnical Engineering, 2012, 34(7): 1278–1282.
    [28]
    JONES N. Structural impact [M]. London: Cambridge University Press, 1989.
    [29]
    BUCKINGHAM E. On physically similar systems; illustrations of the use of dimensional equations [J]. Physical Review, 1914, 4(4): 345–376. DOI: 10.1103/physrev.4.345.
    [30]
    SEGUIN A, BERTHO Y, MARTINEZ F, et al. Experimental velocity fields and forces for a cylinder penetrating into a granular medium [J]. Physical Review E, 2013, 87(1): 1–10. DOI: 10.1103/physreve.87.012201.
    [31]
    LI Q M, CHEN X W. Dimensionless formulae for penetration depth of concrete target impacted by a non-deformable projectile [J]. International Journal of Impact Engineering, 2003, 28(1): 93–116. DOI: 10.1016/s0734-743x(02)00037-4.
    [32]
    FORRESTAL M J, TZOU D Y. A spherical cavity-expansion penetration model for concrete targets [J]. International Journal of Solids and Structures, 1997, 34(31–32): 4127–4146. DOI: 10.1016/s0020-7683(97)00017-6.
    [33]
    FORRESTAL M J, LUK V K. Penetration into soil targets [J]. International Journal of Impact Engineering, 1992, 12(3): 427–444. DOI: 10.1016/0734-743x(92)90167-r.
    [34]
    WYLLIE D C. Rock fall engineering [M]. Boca Raton: CRC Press, 2015.
    [35]
    铁道第二勘察设计院. 铁路隧道设计规范: TB 10003–2005 [S] 北京: 中国铁道出版社, 2005.
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