A calculation method for irreversible deformation region radius under large-scale underground explosion based on law of energy

Wang Mingyang; Li Jie; Qiu Yanyu; Chen Wei

doi:10.11883/1001-1455(2017)04-0685-07

Volume 37 Issue 4

May 2017

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Wang Mingyang, Li Jie, Qiu Yanyu, Chen Wei. A calculation method for irreversible deformation region radius under large-scale underground explosion based on law of energy[J]. Explosion And Shock Waves, 2017, 37(4): 685-691. doi: 10.11883/1001-1455(2017)04-0685-07

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A calculation method for irreversible deformation region radius under large-scale underground explosion based on law of energy

doi: 10.11883/1001-1455(2017)04-0685-07

Wang Mingyang^{1, 2},
Li Jie^{1, 2
,
,},
Qiu Yanyu^{1, 2},
Chen Wei³

1.
State Key Laboratory of Explosion and Impact and Disaster Prevention and Mitigation, PLA University of Science and Technology, Nanjing 210007, Jiangsu, China
2.
School of Mechanical Engineering, Nanjing University of Science and Technology, Nanjing 210094, Jiangsu, China
3.
Defence Engineering Standardization Office, Beijing 100850, China

Received Date: 2015-09-23
Rev Recd Date: 2016-01-17
Publish Date: 2017-07-25

Abstract

Abstract

Being of a complex hierarchical structure with energy closed in it for its intrinsic friction and cohesion, the rock mass can be regarded as a medium with the properties of internal energy source and energy collection. The equivalent impact energy factor corresponding to the rock mass under high in situ stress subjected to the weak disturbance was presented, and the calculation method of the irreversible deformation region radius under the large-scale underground explosion was deduced. Compared with the method by Kocharyan G G, et al, the calculation method presented in this paper has a clearer physical principle and wider application.
- large-scale underground explosion,
- block hierarchy structure,
- equivalent average kinetic energy,
- local irreversible deformation

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References(21)

References

[1]	Bergkvist N O, Ferm R. Nuclear Explosions 1945-1998[R]. Defence Research Establishment, 2000: 14-15.
[2]	钱七虎.战略防护工程面临的核钻地弹威胁及连续介质力学模型的不适用性[M]//钱七虎院士论文选集.北京: 科学出版社, 2007: 374-380.
[3]	钱七虎, 王明洋.岩土中的爆炸冲击效应[M].北京:国防工业出版社, 2010:76-99.
[4]	Kocharyan G G, Spivak A A. Movement of rock blocks during large-scale underground explosions. Part Ⅰ: Experimental data[J]. Journal of Mining Science, 2001, 37(1):64-76. doi: 10.1023/A:1016736919590
[5]	Kocharyan G G, Spivak A A. Budkov A M. Movement of rock blocks during large-scale underground explosion. Part Ⅱ: Estimates by analytical models, numerical calculations, and comparative analysis of theoretical and experimental data[J]. Journal of Mining Science, 2001, 37(2):149-168. doi: 10.1023/A:1012327627277
[6]	Glasstone S, Dolan P J. The effects of nuclear weapons[M]. 3rd ed. US: United States Department of Defense and the Energy Research and Development Administration, 1977: 231-275.
[7]	Hamilton R M, Mckeown F A, Healy J H. Seismic activity and faulting associated with a large underground nuclear explosion[J]. Science, 1969, 166(3905):601-604. doi: 10.1126/science.166.3905.601
[8]	Bucknam. Geologic effects of the Benham underground nuclear explosion, Nevada Test Site. Bulletin of Seismological Society America, 1969, 59:2209-2219.
[9]	何满潮, 钱七虎.深部岩体力学基础[M].北京:科学出版社, 2010:100-113.
[10]	戚承志, 钱七虎, 王明洋, 等.岩体的构造层次及其成因[J].岩石力学与工程学报, 2005, 24(16):2838-2846. doi: 10.3321/j.issn:1000-6915.2005.16.005 Qi Chengzhi, Qian Qihu, Wang Mingyang, et al. Structural hierarchy of rock massif and mechanism of its formation[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(16):2838-2846. doi: 10.3321/j.issn:1000-6915.2005.16.005
[11]	Kurlenya M V, Oparin V N. Problems of nonlinear geomechanics: PartⅠ[J]. Journal of Mining Science, 1999, 35(3):216-230. doi: 10.1007/BF02550237
[12]	Kurlenya M V, Oparin V N. Problems of nonlinear geomechanics: PartⅡ[J]. Journal of Mining Science, 2000, 36(4):305-326. doi: 10.1023/A:1026673105750
[13]	王明洋, 周泽平, 钱七虎.深部岩体的构造和变形与破坏问题[J].岩石力学与工程学报, 2006, 25(3):448-455. doi: 10.3321/j.issn:1000-6915.2006.03.002 Wang Mingyang, Zhou Zeping, Qian Qihu. Tectonic, deformation and failure problems of deep rock mass[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(3):448-455. doi: 10.3321/j.issn:1000-6915.2006.03.002
[14]	Adushkin V V, Oparin V N. From the alternating-sign explosion response of rocks to the pendulum waves in stressed geomedia: Part Ⅰ[J]. Journal of Mining Science, 2012, 48(2):203-222. doi: 10.1134/S1062739148020013
[15]	Adushkin V V, Oparin V N. From the alternating-sign explosion response of rocks to the pendulum waves in stressed geomedia: Part Ⅲ[J]. Journal of Mining Science, 2014, 50(4):623-645. doi: 10.1134/S1062739114040024
[16]	Sainoki A, Mitri H S. Dynamic modeling of fault slip with Barton's shear strength model[J]. International Journal of Rock Mechanics and Mining Science, 2014, 67:155-163. doi: 10.1016/j.ijrmms.2013.12.023
[17]	王明洋, 李杰, 李凯锐.深部岩体非线性力学能量作用原理与应用[J].岩石力学与工程学报, 2015, 34(4):659-666. http://d.old.wanfangdata.com.cn/Periodical/yslxygcxb201504002 Wang Mingyang, Li Jie, Li Kairui. A nonlinear mechanical energy theory in deep rock mass engineering and its application[J]. Chinese Journal of Rock Mechanics and Engineering, 2015, 34(4):659-666. http://d.old.wanfangdata.com.cn/Periodical/yslxygcxb201504002
[18]	王明洋, 施翠英, 陈士林.事故型撞击混凝土板的临界震塌与贯穿厚度计算方法[J].工程力学, 2009, 26(11):238-246. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=gclx200911038 Wang Mingyang, Shi Cuiying, Chen Shilin. Method of calculating critical spalling and penetration thickness of concrete slab of block under accident impact[J]. Engineering Mechanics, 2009, 26(11):238-246. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=gclx200911038
[19]	朗道, 栗弗席兹.理论物理学教程: 第一卷: 力学[M].5版.李俊峰, 鞠国兴, 译.北京: 高等教育出版社, 2007: 1-98.
[20]	Kurlenya M V, Oparin V N, Vostrikov V I. Pendulum-type waves: Part Ⅱ: Experimental methods and main results of physical modeling[J]. Journal of Mining Science, 1996, 32(4):245-273. doi: 10.1007/BF02046215
[21]	Kurlenya M V, Oparin V N, Vostrikov V I. Pendulum-type waves: Part Ⅲ: Data of on-site observations[J]. Journal of Mining Science, 1996, 32(5):341-361. doi: 10.1007/BF02046155

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