• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
TANG Hong-mei, CHEN Hong-kai, WANG Zhi, HE Xiao-ying, ZHU Xiu-zhu. Experimental study on excitation effect for unstable rock[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(11): 2117-2122.
Citation: TANG Hong-mei, CHEN Hong-kai, WANG Zhi, HE Xiao-ying, ZHU Xiu-zhu. Experimental study on excitation effect for unstable rock[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(11): 2117-2122.

Experimental study on excitation effect for unstable rock

More Information
  • Received Date: March 03, 2013
  • Published Date: November 19, 2013
  • The unstable rock has a sudden falling feature, which is a dynamic process to release energy speedily, and will put an evident excitation effect on the rocks around it. The excitation effect can be expressed by the excitation acceleration, peak velocity and excitation displacement. Focusing on the falling unstable rock, an experimental model of excitation effect is proposed. More than 130 thousands acceleration test data are obtained. The test results show that the duration of excitation effect of unstable rock can last about 30 ms; and the values of the excitation acceleration, peak velocity and excitation displacement in vertical direction are about double times larger than the ones horizontal direction; and the excitation acceleration in vertical direction can reach 48.7979 m/s2; the peak velocity is 27.2 mm/s; and the excitation displacement can reach 0.0560 mm. Based on those experimental phenomena, two important issues which must be highlighted for the damage mechanism of unstable rock are analyzed. The first issue is that the stress on the end of dominant fissure in the damage process will evolve from pure tension state to weak shear-strong tension state to strong shear-weak tension state and pure shear state, and the other issue is to describe the mechanical evolution processes for various states, to consider the excitation effect on the damage process of unstable rock, and to analyze the stability of the rock around the damaging moment of the unstable rock. The results may provide a scientific basis for further studies on the collapse mechanism and disaster effect of unstable rock.
  • [1]
    STROM A L, KORUP O. Extremely large rockslides and rock avalanches in the Tien Shan mountains[J]. Kyrgyzstan Landslides, 2006, 3(2): 125-136.
    [2]
    许 强, 黄润秋, 殷跃平, 等. 2009年6.5重庆武隆鸡尾山崩滑灾害基本特征与成因机理初步研究[J].工程地质学报, 2009, 17(4): 433-444. (XU Qiang, HUANG Run-qiu, YIN Yue-ping, et al. The Jiweishan landslide of June 5, 2009 in Wulong of Chongqing: Characteristics and failure mechanism[J]. Journal of Engineering Geology, 2009, 17(4): 433-444. (in Chinese))
    [3]
    王家臣, 谭文辉. 边坡渐进破坏三维随机分析[J]. 煤炭学报, 1997, 22(1): 27-31. (WANG Jia-cheng, TAN Wen-hui. Three dimensional stochastic analysis of slope progressive failure[J]. Journal of China Coal Society, 1997, 22(1): 27-31. (in Chinese))
    [4]
    张永兴, 卢 黎, 张四平, 等. 差异风化型危岩形成和破坏机理[J]. 土木建筑与环境工程, 2010, 32(2): 1-6. (ZHANG Yong-xing, LU Li, ZHANG Si-ping, et al. Development and failure principle of differential weathering overhanging rock[J]. Journal of Chongqing Jianzhu University, 2010, 32(2): 1-6. (in Chinese))
    [5]
    FRAYSSINES M, HANTZ D. Modelling and back-analysing failures in steep limestone cliffs[J]. International Journal of Rock Mechanics and Mining Sciences, 2009, 46(7): 1115-1123.
    [6]
    陈洪凯, 鲜学福, 唐红梅. 石质山区崩塌灾害形成机制[J].四川大学学报(工程科学版), 2010, 42(3): 1-6. (CHEN Hong-kai, XIAN Xue-fu, TANG Hong-mei. Developing mechanism for collapse disaster in rocky mountain area[J]. Journal of Sichuan University (Engineering Science Edition), 2010, 42(3): 1-6. (in Chinese))
    [7]
    CHEN Hong-kai, TANG Hong-mei, YE Si-qiao. Damage model of control fissure in perilous rock[J]. Applied Mathematics and Mechanics, 2006, 27(7): 967-974.
    [8]
    CHEN Hong-kai, TANG Hong-mei. Method to calculate fatigue fracture life of control fissure in perilous rock[J]. Applied Mathematics and Mechanics, 2007, 28(5): 643-649.
    [9]
    陈洪凯, 鲜学福, 唐红梅. 危岩稳定性断裂力学计算方法[J]. 重庆大学学报, 2009, 32(4): 434-437. (CHEN Hong-kai, XIAN Xue-fu, TANG Hong-mei. Stability analysis method for perilous rock by fracture mechanics[J]. Journal of Chongqing University, 2009, 32(4): 434-437. (in Chinese))
    [10]
    陈洪凯, 张瑞刚, 唐红梅, 等. 压剪型危岩破坏弹冲动力参数研究[J]. 振动与冲击, 2012, 31(24): 33-36. (CHEN Hong-kai, ZHANG Rui-gang, TANG Hong-mei, et al. Elastic & impulsive dynamic parameters of a ruptured compression-shear perilous rock[J]. Journal of Vibration and Shock, 2012, 31(24): 33-36. (in Chinese))
    [11]
    陈洪凯, 唐红梅. 拉剪型危岩发育过程的模型试验[J]. 重庆大学学报, 2006, 29(6): 115-119. (CHEN Hong-kai, TANG Hong-mei. Testing research on development of perilous rock in tension-shear fracture[J]. Journal of Chongqing University, 2006, 29(6): 115-119. (in Chinese))
    [12]
    陈洪凯. 三峡库区危岩链式规律的地貌学解译[J]. 重庆交通大学学报, 2008, 27(1): 91-95. (CHEN Hong-kai. Geomorphology research on chained regularity of perilous rock in the area of the three gorges reservoir[J]. Journal of Chongqing Jiaotong University, 2008, 27(1): 91-95. (in Chinese))
    [13]
    唐红梅, 王林峰, 陈洪凯, 等. 软弱基座陡崖上危岩崩落序列[J]. 岩土工程学报, 2010, 32(2): 205-210. (TANG Hong-mei, WANG Lin-feng, CHEN Hong-kai, et al. Collapse sequence of perilous rock on cliffs with soft foundation[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(2): 205-210. (in Chinese))
    [14]
    唐红梅, 王 智, 鲜学福, 等. 坠落式危岩剧动式崩落与激振效应[J]. 重庆大学学报, 2011, 34(10): 39-45. (TANG Hong-mei, WANG Zhi, XIAN Xue-fu, et al. Violent- slide rock avalanche and excitation effect of perilous rock[J]. Journal of Chongqing University, 2011, 34(10): 39-45. (in Chinese))
    [15]
    茹忠亮, 蒋宇静. 弹性纵波入射粗糙节理面透射性能研究[J]. 岩石力学与工程学报, 2008, 27(12): 2535-2539. (RU Zhong-liang, JIANG Yu-jing. Research on transmission behaviors of rough joint surfaces with elastic P-wave incidence[J]. 2008, 27(12): 2535-2539. (in Chinese))

Catalog

    Article views (332) PDF downloads (478) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return