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落石作用于钢筋混凝土棚洞的冲击力研究

, PP. 102-109

Keywords: 隧道工程,冲击力,有限元法,钢筋混凝土棚洞,落石

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Abstract:

为解决钢筋混凝土棚洞设计中的关键问题之一,即如何计算落石作用于钢筋混凝土棚洞的最大冲击力问题,以冲量定理为基础,推导出了落石最大冲击力的近似计算方法;以实际棚洞结构为原型,利用有限元方法确定近似计算方法中参数的取值,得到了落石作用于钢筋混凝土棚洞的冲击力公式。该公式考虑了落石形状、质量、冲击速度、垫层材料、垫层厚度以及棚洞跨度等主要影响因素,并与试验数据作对比验证了该公式的合理性。研究结果表明落石形状、质量、冲击速度、垫层材料、垫层厚度对冲击力影响较大,而棚洞跨度对冲击力影响较小;落石形状、质量、垫层材料、垫层厚度对冲击时间影响较大,冲击速度、棚洞跨度对冲击时间影响较小。该结论可为今后钢筋混凝土棚洞在落石冲击作用下的设计提供理论依据。

References

[1]  YE Si-qiao,CHEN Hong-kai,TANG Hong-mei. The Calculation Method for the Impact Force of the Rockfall[J]. China Railway Science,2010,31(6):56-62.
[2]  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.
[3]  LABIOUSE V,DESCOEUDRES F,MONTANI S. Experimental Study of Rock Sheds Impacted by Rock Blocks [J]. Structural Engineering International,1996,3(1):171– 175.
[4]  叶四桥,陈洪凯,唐红梅. 落石冲击力计算方法的比较研究[J]. 水文地质工程地质,2010,37(2):59-64.
[5]  YE Si-qiao,CHEN Hong-kai,TANG Hong-mei. Comparative Research on Impact Force Calculation Methods for Rockfalls [J]. Hydrogeology &Engineering Geology,2010,37(2):59-64.
[6]  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.
[7]  AZZONI A,LA BARBERA G,ZANINETTI A. Analysis and Prediction of Rockfalls Using a Mathematical Model [J]. International Journal of Rock Mechanics and Mining Science & Geomechanics Abstracts,1995,32(7):709-724.
[8]  熊益波,陈剑杰,胡永乐,等.混凝土Johnson-Holmquist本构模型关键参数研究[J].工程力学,2012,29(1):121-127.
[9]  XIONG Yi-bo,CHEN Jian-jie,HU Yong-le,et al. Study on the Key Parameters of the Johnson-Holmquist Constitutive Model for Concrete[J]. Engineering Mechanics,2012,29(1):121-127.
[10]  DUFFY J D. Field Tests and Evaluation of Hi-tech Low Energy Chain in Rockfall Fences,Record No. CA/05-96-02[R]. San Luis Obispo,CA: California Department of Transportation,1996.
[11]  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.
[12]  HE Si-ming,WU Yong,LI Xin-po. Research on Restitution Coefficient of Rock Fall[J]. Rock and Soil Mechanics,2009,30(3):623-627.
[13]  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.
[14]  TANG Hong-mei,XIAN Xue-fu,WANG Lin-feng,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.
[15]  叶四桥. 隧道洞口段落石灾害研究与防治[D]. 成都:西南交通大学,2008:75-119.
[16]  YE Si-qiao. Research and Mitigation of Rockfall Hazards at Tunnel Entrance and Exit[D]. Chengdu:Southwest Jiaotong University,2008:75-119.
[17]  OLSSON R. Analytical Prediction of Large Mass Impact Damage in Composite Laminates[J]. Composites Part A:Applied Science and Manufacturing,2001,32(9):1207-1215.
[18]  蒋树屏. 山区公路大跨异型棚洞结构[M].北京:科学出版社,2009.
[19]  JIANG Shu-ping. Large-span Heterotypic Shed Structure of Mountain Highway [M]. Beijing:Science Press,2009.
[20]  何思明,吴永,杨雪莲.滚石坡面冲击回弹规律研究[J]. 岩石力学与工程学报,2008,27(增1):2793-2798.
[21]  HE Si-ming,WU Yong,YANG Xue-lian. Study of Rock-fall Motion on Slope[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(S1):2793-2798.
[22]  何思明,沈均,吴永.滚石冲击荷载下棚洞解结构动力响应[J]. 岩土力学,2011,32(3):781-788.
[23]  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.
[24]  刘成清,陈驰. 落石冲击作用下钢筋混凝土棚洞结构的动力系数研究[J]. 施工技术,2014,43(17):46-49.
[25]  LIU Cheng-qing,CHEN Chi. Study on the Dynamic Coefficient of Rock Shed under Rock-fall Impact[J]. Construction Technology,2014,43(17):46-49.
[26]  铁道部工务局. 铁路工务技术手册——路基[M].北京:中国铁道出版社,1995.
[27]  Works Bureau of Railway Ministry. Railway Technical Manual:Subgrade[M]. Beijing:China Railway Publishing House,1995.
[28]  铁道部第二设计院.铁道工程设计技术手册——隧道[M]. 北京:人民铁道出版社,1978.
[29]  The Second Railways Survey and Design Institute. Manual of Railway Engineering Design:Tunnel [M]. Beijing:China Railway Publishing House,1978.
[30]  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,1993,18(1):101-106.
[31]  YANG Qi-xin,GUAN Bao-shu. Test and Research on Calculating Method of Falling Stone Impulsive Force[J]. Journal of China Railway Society,1993,18(1):101-106.
[32]  刘茂.基于弹塑性修正Hertz接触理论的落石冲击力计算方法[J]. 中国地质灾害与防治学报,2012,23(3):21-27.
[33]  LIU Mao. Calculation of Impact Force of Falling Rock Based on Elastoplastic Modified Hertz Contact Theory[J]. The Chinese Journal of Geological Hazard and Control,2012,23(3):21-27.
[34]  叶四桥,陈洪凯,唐红梅. 落石冲击力计算方法[J]. 中国铁道科学,2010,31(6):56-62.

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