YANG Lu, LI Shi-min, WU Zhi-min, SHEN Xin-pu. Dynamic analysis of rock-fall impact on shed tunnel structure[J]. Journal of Traffic and Transportation Engineering, 2012, 12(1): 25-30. doi: 10.19818/j.cnki.1671-1637.2012.01.005
Citation: YANG Lu, LI Shi-min, WU Zhi-min, SHEN Xin-pu. Dynamic analysis of rock-fall impact on shed tunnel structure[J]. Journal of Traffic and Transportation Engineering, 2012, 12(1): 25-30. doi: 10.19818/j.cnki.1671-1637.2012.01.005

Dynamic analysis of rock-fall impact on shed tunnel structure

doi: 10.19818/j.cnki.1671-1637.2012.01.005
More Information
  • Author Bio:

    YANG Lu(1973-), female, associate professor, PhD, +86-24-25417312, yanglu515@163.com

  • Received Date: 2011-09-18
  • Publish Date: 2012-02-25
  • Shed tunnel structure was taken as prototype, and the contact force, displacement, damage, and energy of shed tunnel under rock-fall impact were studied.Rock-fall was simplified to rigid sphere, surrounding rock and soil were reduced to ideal elastic materials, and concrete was regarded as elastic-plastic material.The dynamic responses of rock-fall impact on shed tunnel structure at different speeds and incident angles were simulated by using ABAQUS finite element.Analysis result shows that when incident angle is unchanged, the greater rock-fall speed is, the greater the displacement is.When rock-fall speed is constant, the smaller rock-fall incident angle is, the greater the displacement is.The worst damage of concrete protective structure occurs at rock-fall contact area, the second damages are inclined leg pillar top and beam in connection with pillar, and the intensities of pillar top and beam joint should be strengthened in practical projects.Impact energy is mainly absorbed and consumed through the concrete protective structure of shed tunnel, the absorption and consumption of soil cushion layer are very limited.To alleviate the damage of rock-fall impact on the concrete protective structure, energy shock absorber can be added at shed tunnel bearing place.

     

  • loading
  • [1]
    BRIZMER V, KLIGERMAN Y, ETSION I. The effect of contact conditions and material properties on the elasticity terminus of a spherical contact[J]. International Journal of Solids and Structures, 2006, 43(18/19): 5736-5749.
    [2]
    WU Cheng-qing, HAO Hong. Numerical simulation of struc-tural response and damage to simultaneous ground shock and airblast loads[J]. International Journal of Impact Engineering, 2007, 34(3): 556-572. doi: 10.1016/j.ijimpeng.2005.11.003
    [3]
    KAWAHARA S, MURO T. Effects of dry density and thickness of sandy soil on impact response due to rock-fall[J]. Journal of Terramechanics, 2006, 43(3): 329-340. doi: 10.1016/j.jterra.2005.05.009
    [4]
    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
    [5]
    OLSSON R. Analytical prediction of large mass impact damage in composite laminates[J]. Composites Part A: AppliedScience and Manufacturing, 2001, 32(9): 1207-1215. doi: 10.1016/S1359-835X(01)00073-2
    [6]
    蒋树屏, 刘元雪, 黄伦海, 等. 环保型傍山隧道结构研究[J]. 中国公路学报, 2006, 19(1): 80-83, 103. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200601016.htm

    JIANG Shu-ping, LIU Yuan-xue, HUANG Lun-hai, et al. Research on environmental friendly structure of tunnel adja-cent to mountain[J]. China Journal of Highway and Transport, 2006, 19(1): 80-83, 103. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200601016.htm
    [7]
    杨璐, 陈玳珩, 沈新普, 等. 高速公路防护栏支柱的水平基床反力[J]. 沈阳工业大学学报, 2010, 32(1): 115-120. https://www.cnki.com.cn/Article/CJFDTOTAL-SYGY201001026.htm

    YANG Lu, CHEN Dai-heng, SHEN Xin-pu, et al. Horizontal subgrade reaction of highway guardrail column[J]. Journal of Shenyang University of Technology, 2010, 32(1): 115-120. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-SYGY201001026.htm
    [8]
    ZHENG Hong, GE Xiu-run, CAI Zhuo-fen. Crispy plastic rock analysis theory and its application[J]. Journal of Rock Mechanics and Engineering, 1997, 16(1): 8-21.
    [9]
    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. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201005011.htm

    HE Si-ming, WU Yong. Research on cushioning mechanism of new-typed energy dissipative rock shed[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(5): 926-932. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201005011.htm
    [10]
    高干, 刘元雪, 周家伍, 等. 新型棚洞结构抗震效应研究[J]. 后勤工程学院学报, 2009, 25(6): 11-16, 45. https://www.cnki.com.cn/Article/CJFDTOTAL-HQGC200906008.htm

    GAO Gan, LIU Yuan-xue, ZHOU Jia-wu, et al. Earthquake resistance effect research in the new shed-tunnel structure[J]. Journal of Logistical Engineering University, 2009, 25(6): 11-16, 45. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-HQGC200906008.htm
    [11]
    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. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201103024.htm

    HE Si-ming, SHEN Jun, WU Yong. Rock shed dynamic response to impact of rock-fall[J]. Rock and Soil Mechanics, 2011, 32(3): 781-788. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201103024.htm
    [12]
    REDDISH D J, STACE L R, VANICHKOBCHINDA P. Numerical simulation of the dynamic impact breakage testing of rock[J]. International Journal of Rock Mechanics and Mining Sciences, 2005, 42(2): 167-176.
    [13]
    STRONGE W J, ASHCROFT A D C. Oblique impact of inflated balls at large deflections[J]. International Journal of Impact Engineering, 2007, 34(6): 1003-1019.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (754) PDF downloads(713) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return