Volume 35 Issue 4
Jun.  2016
Turn off MathJax
Article Contents
Hu Ying-guo, Lu Wen-bo, Chen Ming, Yan Peng. Determination of critical damage PPV near the blast hole of rock-mass[J]. Explosion And Shock Waves, 2015, 35(4): 547-554. doi: 10.11883/1001-1455(2015)04-0547-08
Citation: Hu Ying-guo, Lu Wen-bo, Chen Ming, Yan Peng. Determination of critical damage PPV near the blast hole of rock-mass[J]. Explosion And Shock Waves, 2015, 35(4): 547-554. doi: 10.11883/1001-1455(2015)04-0547-08

Determination of critical damage PPV near the blast hole of rock-mass

doi: 10.11883/1001-1455(2015)04-0547-08
  • Received Date: 2012-04-12
  • Rev Recd Date: 2013-04-15
  • Publish Date: 2015-07-25
  • Based on the blasting excavation for the berm at the elevation of 640 m on the high slope of Xiluodu hydropower station, the blasting induced damage zone were obtained through sonic wave test and numerical simulation. The relationship between PPV and damage scalarD was studied. If PPV is bigger than one certain value, the damage scalar D increased quickly to about 0.8, then the increased speed became slow. A method of determining critical damage PPV was put forward based on the damage degree and it was compared with the methods of statistics relationship between the maximum tensile stress and PPV and the PPV criterion based on the maximum tensile stress. Results demonstrate that the accuracy of methods based on the damage degree and statistic relationship between the maximum tensile stress and PPV is better than the result according to the maximum tensile stress.
  • loading
  • [1]
    朱传云, 卢文波.三峡工程临时船闸与升船机中隔墩爆破安全判据的研究[J].爆炸与冲击, 1998, 18(4): 375-380. http://www.bzycj.cn/article/id/10431

    Zhu Chuan-yun, Lu Wen-bo. Blasting safety criterion for the rock wall between temporary ship lock and ship lift in the Three Gorges Project[J]. Explosion and Shock Waves, 1998, 18(4): 375-380. http://www.bzycj.cn/article/id/10431
    [2]
    李俊如, 夏祥, 李海波, 等.核电站基岩爆破开挖损伤区研究[J].岩石力学与工程学报, 2005, 24(S1): 4674-4678. http://d.wanfangdata.com.cn/Conference_5917364.aspx

    Li Jun-ru, Xia Xiang, Li Hai-bo, et al. Study on blast-induced bedrock damage extension for a nuclear power station project[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(S1): 4674-4678. http://d.wanfangdata.com.cn/Conference_5917364.aspx
    [3]
    Taylor L M, Chen E P, Kuszmaul J S. Micro-crack induced damage accumulation in brittle rock under dynamic loading[J]. Computer Methods in Applied Mechanics and Engineering, 1986; 55(3): 301-320.
    [4]
    Kuszmaul J S. A new constitutive model for fragmentation of rock under dynamic loading[C]//Proceedings of 2nd International Symposium on Rock Fragmentation by Blasting. Keystone, Canada, 1987: 412-423.
    [5]
    Thorne B J, Hommert P J, Brown B. Experimental and computational investigation of the fundamental mechanisms of cratering[C]//Proceedings of 3nd International Symposium on Rock Fragmentation by Blasting. Brisbane, Australia, 1990.
    [6]
    Yang R, Bawden W F, Katsabanis P D. A new constitutive model for blast damage[J]. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1996, 33(3): 245-254. http://www.sciencedirect.com/science/article/pii/014890629500064X
    [7]
    Li Haibo, Xia Xiang, Li Jianchun. Rock damage control in bedrock blasting excavation for a nuclear power plant[J]. International Journal of Rock Mechanics and Mining Science, 2010, 48(2): 210-218. http://www.sciencedirect.com/science/article/pii/S1365160910002182
    [8]
    卢文波.三峡工程临时船闸与升船机开挖中的爆破方案优化和爆破振动控制[J].岩石力学与工程学报, 1999, 18(5): 497-502 Lu Wen-bo. Optimization of blasting procedure and vibration control during excavation of temporary ship lock and ship lift in three gorges project[J]. Chinese Journal of Rock Mechanics and Engineering, 1999, 18(5): 497-502. http://www.cnki.com.cn/Article/CJFDTotal-YSLX199905004.htm
    [9]
    陈明, 卢文波, 吴亮, 等.小湾水电站岩石高边坡爆破振动速度安全阈值研究[J].岩石力学与工程学报, 2007, 26(1): 51-55. http://d.wanfangdata.com.cn/Periodical/yslxygcxb200701007

    Chen Ming, Lu Wen-bo, Wu Liang, et al. Safety threshold of blasting vibration velocity to high rock slope of xiaowan hydropower station[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(1): 51-55. http://d.wanfangdata.com.cn/Periodical/yslxygcxb200701007
    [10]
    中华人民共和国行业标准编写组. SL47-94水工建筑物岩石基础开挖工程施工技术规范[S].北京: 水利电力出版社, 1995.
    [11]
    Bauer A, Calder P N. Open pit and blast seminar, 63221[R]. Kingston, Ontario, Canada: Mining Engineering Department, Queens University, 1978.
    [12]
    Savely J P. Designing a final blast to improve stability[C]//Proceedings of the SME Annual Meeting. New Orleans, Louisiana, USA, 1986.
    [13]
    胡英国, 卢文波, 金旭浩, 等.岩石高边坡开挖爆破动力损伤的数值模拟[J].岩石力学与工程学报, 2012, 31(11): 2204-2213. http://www.cqvip.com/QK/96026X/201211/43896933.html

    Hu Ying-guo, Lu Wen-bo, Jin Xu-hao, et al. Numerical simulation for excavation blasting dynamic damage of rock high slope[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(11): 2204-2213. http://www.cqvip.com/QK/96026X/201211/43896933.html
    [14]
    Furlong J R, Davis J F, Alme M L. Modeling the dynamic load/unload behavior of ceramics under impact loading: RDA-TR-00.0-0001[R]. Arlington, Virginia, USA: R & D Associates Meeting, 1990.
    [15]
    LSTC. LS-DYNA theoretical manual[M]. Livermore, CA, USA: Livermore Software Technology Corporation, 2010.
    [16]
    Livermore, CA, USA: Livermore Software Technology Corporation, 2010.
    [17]
    Barton N. The influence of joint properties in modeling jointed rock masses[C]//Proceedings of the 8th ISRM Congress. Tokyo, Japan, 1995.
  • 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(11)  / Tables(3)

    Article Metrics

    Article views (3124) PDF downloads(574) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return