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Author:

Yang, R.-S. (Yang, R.-S..) | Yang, L.-Y. (Yang, L.-Y..) | Yue, Z.-W. (Yue, Z.-W..) | Xiao, T.-S. (Xiao, T.-S..) | Dong, J.-C. (Dong, J.-C..) | Niu, X.-C. (Niu, X.-C..)

Indexed by:

Scopus PKU CSCD

Abstract:

Using the dynamic caustics-test system, the PMMA (Polymethyl Methacrylate) model transmission-type experiment of dynamic caustics was carried out to simulate blasting process of rock containing flaws. The crack propagation law under blasting load of the borehole in the same line of the prefabricated flaw was studied. The experimental results show that two wing cracks appear at both ends of the flaw in material subjected to blasting load. The wing crack A length is longer than wing crack B length. Two wing cracks expand along reverse direction. The crack velocity oscillates with the increase of crack length, and there are several stages of recognized increasing, decreasing, reincreasing and redecreasing regions during the whole fracture process. The wing crack acceleration presents the alternation with increasing and decreasing. Dynamic stress intensity factors also present the wavy variation of quick increasing and gradual decreasing. The maximum value of dynamic stress intensity factor KId=1.3 MN/m3/2, and the value of KId is larger than KIId at all times.

Keyword:

Blasting load; Crack propagation regularity; Dynamic caustics; Material containing flaws; Stress intensity factor

Author Community:

  • [ 1 ] [Yang, R.-S.]School of Mechanics and Civil Engineering, China University of Mining and Technology (Beijing), Beijing 100083, China
  • [ 2 ] [Yang, R.-S.]State Key Laboratory of Coal Resources and Mine Safety, China University of Mining and Technology (Beijing), Beijing 100083, China
  • [ 3 ] [Yang, L.-Y.]School of Mechanics and Civil Engineering, China University of Mining and Technology (Beijing), Beijing 100083, China
  • [ 4 ] [Yang, L.-Y.]State Key Laboratory of Coal Resources and Mine Safety, China University of Mining and Technology (Beijing), Beijing 100083, China
  • [ 5 ] [Yue, Z.-W.]School of Mechanics and Civil Engineering, China University of Mining and Technology (Beijing), Beijing 100083, China
  • [ 6 ] [Yue, Z.-W.]State Key Laboratory of Coal Resources and Mine Safety, China University of Mining and Technology (Beijing), Beijing 100083, China
  • [ 7 ] [Xiao, T.-S.]School of Mechanics and Civil Engineering, China University of Mining and Technology (Beijing), Beijing 100083, China
  • [ 8 ] [Xiao, T.-S.]State Key Laboratory of Coal Resources and Mine Safety, China University of Mining and Technology (Beijing), Beijing 100083, China
  • [ 9 ] [Dong, J.-C.]School of Mechanics and Civil Engineering, China University of Mining and Technology (Beijing), Beijing 100083, China
  • [ 10 ] [Dong, J.-C.]State Key Laboratory of Coal Resources and Mine Safety, China University of Mining and Technology (Beijing), Beijing 100083, China
  • [ 11 ] [Niu, X.-C.]Beijing Polytechnic College, Beijing 100042, China

Reprint Author's Address:

  • [Yang, R.-S.]School of Mechanics and Civil Engineering, China University of Mining and Technology (Beijing), Beijing 100083, China

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Source :

Journal of the China Coal Society

ISSN: 0253-9993

Year: 2009

Issue: 2

Volume: 34

Page: 187-192

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 10

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