Shan Renliang, Huang Bo, Geng Huihui, Bai Yao, Yan Fayuan. Model experiment to study cumulative damage effects of young shotcrete under blasting load[J]. Explosion And Shock Waves, 2016, 36(3): 289-296. doi: 10.11883/1001-1455(2016)03-0289-08
Citation: Shan Renliang, Huang Bo, Geng Huihui, Bai Yao, Yan Fayuan. Model experiment to study cumulative damage effects of young shotcrete under blasting load[J]. Explosion And Shock Waves, 2016, 36(3): 289-296. doi: 10.11883/1001-1455(2016)03-0289-08

Model experiment to study cumulative damage effects of young shotcrete under blasting load

doi: 10.11883/1001-1455(2016)03-0289-08
  • Received Date: 2014-09-28
  • Rev Recd Date: 2014-10-29
  • Publish Date: 2016-05-25
  • In this work we simulated the blasting excavation in a mine tunnel using a model test. Adopting the sound wave test method, we investigated the cumulative damage effects of young shotcrete under multiple blasting loads by analyzing variations of acoustic velocity and acoustic waveform during the model test. The results indicate that all the following factors, the times of blasting, the distance between the tunnel face and the test plane, and the dosage of the explosive used as are responsible for the cumulative damage of shotcrete. Their influences are shown both in the acoustic velocity and the acoustic waveform: the more times of blasting, the shorter distance, and the greater explosive dosage, then the greater the reduction value of the acoustic velocity and the more obvious the change of the acoustic waveform, and the greater the cumulative damage value. Specifically, there is a nonlinear relationship between the times of blasting and the cumulative damage. Between the distance and the cumulative damage there also exists a nonlinear relationship, which can be well fitted by a quadratic polynomial. Furthermore, it is found that the first time of blasting affects the acoustic velocity and the acoustic waveform the most, and causes the greatest damage. In general, when the explosive dosage is small, the maximum cumulative damage reaches 0.1268, which indicates that the shotcrete damage close to the blasting area should be the major concern.
  • [1]
    程良奎.喷射混凝土[M].北京:中国建筑工业出版社, 1990.
    [2]
    Grady D E, Kipp M E. Continuum modeling of explosive fracture in oil shale[J]. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1980, 17(3):147-157.
    [3]
    Liu L, Katsabanis P D. Development of a continuum damage model for blasting analysis[J]. International Journal of Rock Mechanics & Mining Sciences, 1997, 34(2):217-231. http://cn.bing.com/academic/profile?id=3719d16e77f23d86f560aa6532cc0da2&encoded=0&v=paper_preview&mkt=zh-cn
    [4]
    杨军, 王树仁.岩石爆破分形损伤模型研究[J].爆炸与冲击, 1996, 16(1):5-10. http://www.bzycj.cn/article/id/10492

    Yang Jun, Wang Shuren. Study on fractal damage model of rock fragmentation by blasting[J]. Explosion and Shock Waves, 1996, 16(1):5-10. http://www.bzycj.cn/article/id/10492
    [5]
    颜峰, 姜福兴.爆炸冲击荷载作用下岩石的损伤实验[J].爆炸与冲击, 2009, 29(3):275-280. doi: 10.3321/j.issn:1001-1455.2009.03.009

    Yan Feng, Jiang Fuxing. Experiment on rock damage under blasting load[J]. Explosion and Shock Waves, 2009, 29(3):275-280. doi: 10.3321/j.issn:1001-1455.2009.03.009
    [6]
    费鸿禄, 杨卫风, 张国辉, 等.金属矿山矿柱回采时爆破荷载下采空区的围岩稳定性[J].爆炸与冲击, 2013, 33(4):344-350. doi: 10.3969/j.issn.1001-1455.2013.04.002

    Fei Honglu, Yang Weifeng, Zhang Guohui, et al. Surrounding rock stability of mined-out area under blast loading in metal mine pillar robbing[J]. Explosion and Shock Waves, 2013, 33(4):344-350. doi: 10.3969/j.issn.1001-1455.2013.04.002
    [7]
    孟凡兵, 林从谋, 蔡丽光, 等.小净距隧道爆破开挖中夹岩累积损伤计算方法及其应用[J].岩土力学, 2011, 32(5):1491-1494. doi: 10.3969/j.issn.1000-7598.2011.05.032

    Meng Fanbing, Lin Congmou, Cai Liguang, et al. Cumulative damage evaluation of clip rock in small-distance tunnels caused by blasting excavation and its application[J]. Rock and Soil Mechanics, 2011, 32(5):1491-1494. doi: 10.3969/j.issn.1000-7598.2011.05.032
    [8]
    胡振锋, 吴子燕, 李政.喷射混凝土衬砌爆破损伤的数值分析[J].矿业研究与开发, 2005, 25(5):71-75. doi: 10.3969/j.issn.1005-2763.2005.05.024

    Hu Zhenfeng, Wu Ziyan, Li Zheng. Numerical analysis on the blasting damage of shotcrete lining[J]. Mining Research and Development, 2005, 25(5):71-75. doi: 10.3969/j.issn.1005-2763.2005.05.024
    [9]
    丁泰山, 李万喜.爆破施工对新喷射混凝土的损伤影响分析[J].地下空间与工程学报, 2006, 2(5):834-838. http://d.old.wanfangdata.com.cn/Periodical/dxkj200605030

    Ding Taishan, Li Wanxi. Damage analysis of fresh shotcrete under excavating blast load[J]. Chinese Journal of Underground Space and Engineering, 2006, 2(5):834-838. http://d.old.wanfangdata.com.cn/Periodical/dxkj200605030
    [10]
    谢江峰, 李夕兵, 宫凤强, 等.隧道爆破震动对新喷混凝土的累积损伤计算[J].中国安全科学学报, 2012, 22(6):118-123. doi: 10.3969/j.issn.1003-3033.2012.06.019

    Xie Jiangfeng, Li Xibing, Gong Fengqiang, et al. Cumulative damage evaluation of young shotcrete in tunnel caused by blast-induced vibration[J]. China Safety Science Journal, 2012, 22(6):118-123. doi: 10.3969/j.issn.1003-3033.2012.06.019
    [11]
    徐挺.相似理论与模型试验[M].北京:中国农业机械出版社, 1982.
    [12]
    单仁亮, 周纪军, 夏宇, 等.粘结式锚杆在爆炸动载下轴向应力分布研究[J].岩土力学, 2011, 32(10):2965-2971. doi: 10.3969/j.issn.1000-7598.2011.10.012

    Shan Renliang, Zhou Jijun, Xia Yu, et al. Axial stress distribution of grouted rockbolts subjected to blast loading[J]. Rock and Soil Mechanics, 2011, 32(10):2965-2971. doi: 10.3969/j.issn.1000-7598.2011.10.012
    [13]
    中华人民共和国国家质量监督检验检疫总局.GB50086-2001, 中华人民共和国建设部.锚杆喷射混凝土支护技术规范[S].北京: 中国计划出版社, 2001.
    [14]
    郝松林, 陈铸曾.损伤及损伤力学[J].国防科技大学学报, 1984, 6(3):1-36. http://d.old.wanfangdata.com.cn/Periodical/hkxb200002006

    Hao Songlin, Chen Zhuzeng. Damage and damage mechanics[J]. Journal of National University of Defense Technology, 1984, 6(3):1-36. http://d.old.wanfangdata.com.cn/Periodical/hkxb200002006
    [15]
    朱传云, 喻胜春.爆破引起岩体损伤的判别方法研究[J].工程爆破, 2001, 7(1):12-16. doi: 10.3969/j.issn.1006-7051.2001.01.003

    Zhu Chuanyun, Yu Shengchun. Study on the criterion of rockmass damage caused by blasting[J]. Engineering Blasting, 2001, 7(1):12-16. doi: 10.3969/j.issn.1006-7051.2001.01.003
  • Cited by

    Periodical cited type(13)

    1. 叶海旺,张鹏辉,蒙云琪,张兆龙,傅家亮,白金鑫,刘磊,余梦豪,Doumbouya Sekou. 基于爆破振动与松动圈分析的水封洞库爆破方案比选. 爆破. 2025(01): 44-55 .
    2. 张振康,赵根,胡英国,刘美山. 地下洞室开挖爆破对初期支护安全的影响综述. 长江技术经济. 2025(01): 96-102 .
    3. 刘仲阳,王新宇,李庆东,李鹏飞,王俊波,宋林. 循环冲击荷载下机制砂喷射混凝土动力特性研究. 铁道标准设计. 2024(04): 153-160+202 .
    4. 田园,满军,安家富,廖杭,豆留盼. 循环冲击荷载下喷射混凝土的动态力学性能及破坏模式研究. 交通节能与环保. 2024(02): 221-225 .
    5. 张景丽. 爆破荷载损伤下喷射混凝土孔隙结构及三轴力学性能试验研究. 金属矿山. 2024(06): 38-45 .
    6. 杨德志,赵岩,王海龙. 铁路隧道初期支护混凝土爆破累积损伤特征. 混凝土. 2024(10): 40-45 .
    7. 杨仁树,李成孝,陈骏,邹凤仪,王雁冰,肖成龙,张召冉. 我国煤矿岩巷爆破掘进发展历程与新技术研究进展. 煤炭科学技术. 2023(01): 224-241 .
    8. 费鸿禄,王明玉,魏世众,蒋安俊. 不同因素影响下混凝土立柱爆破效果的模型试验研究. 爆破器材. 2023(02): 56-64 .
    9. 刘明维,蒋国兴,裴邦学,钟润兵,杜健如. 高频振动冲击作用下礁石损伤演化规律研究. 水运工程. 2023(12): 151-158 .
    10. 胡世超,宫国慧,马东,李宗武,傅利民,韩雪娇,李冬. 弓长岭井下矿巷道围岩爆破损伤控制研究. 中国矿山工程. 2022(04): 34-39 .
    11. 王海龙,李帅,赵岩. 累积效应下初支混凝土爆破损伤规律研究. 工程爆破. 2021(04): 29-33+50 .
    12. 李胜林,凌天龙,张会歌,张明悦. 早龄期混凝土动态力学性能实验研究. 矿业科学学报. 2020(05): 502-510 .
    13. 郭东明,闫鹏洋,张英实,张伟,丁莹莹,赵黎明. 喷层混凝土-围岩组合体的循环冲击压缩试验研究. 振动与冲击. 2019(10): 105-111 .

    Other cited types(14)

  • 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

    Figures(6)  / Tables(3)

    Article Metrics

    Article views (4444) PDF downloads(662) Cited by(27)
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return