期刊文献+

Ground surface response induced by shallow buried explosions 被引量:1

Ground surface response induced by shallow buried explosions
下载PDF
导出
摘要 Based on the spherical cavity expansion theory in the elastic half space,the ground surface movement characteristics of shallowly buried explosions are analyzed.The results show that the induced seismic wave is a longitudinal wave in the near zone and a Rayleigh wave in the far zone.The maximum displacement(velocity) of the longitudinal wave and the Rayleigh wave are inversely proportional to the scaled distance,and can be described by exponential function with exponents equal to 1.4 and 0.5,respectively.The vibration frequencies of the waves have almost no change.The vibration frequency of the longitudinal wave approximates the natural vibration frequency of the cavity in the broken area,and the vibration frequency of the Rayleigh wave is about half that of the longitudinal wave.On the same reduced buried depth and reduced distance,the particle displacement is directly proportional to the product of the boundary loading and cavity radius,and is inversely proportional to the transversal wave velocity.Meanwhile,the particle velocity is directly proportional to the boundary loading and inversely proportional to the wave velocity ratio.In the far zone,the buried depth of the explosive only has a slight effect on the longitudinal wave,but has a larger effect on the Rayleigh wave. Based on the spherical cavity expansion theory in the elastic half space,the ground surface movement characteristics of shallowly buried explosions are analyzed.The results show that the induced seismic wave is a longitudinal wave in the near zone and a Rayleigh wave in the far zone.The maximum displacement(velocity) of the longitudinal wave and the Rayleigh wave are inversely proportional to the scaled distance,and can be described by exponential function with exponents equal to 1.4 and 0.5,respectively.The vibration frequencies of the waves have almost no change.The vibration frequency of the longitudinal wave approximates the natural vibration frequency of the cavity in the broken area,and the vibration frequency of the Rayleigh wave is about half that of the longitudinal wave.On the same reduced buried depth and reduced distance,the particle displacement is directly proportional to the product of the boundary loading and cavity radius,and is inversely proportional to the transversal wave velocity.Meanwhile,the particle velocity is directly proportional to the boundary loading and inversely proportional to the wave velocity ratio.In the far zone,the buried depth of the explosive only has a slight effect on the longitudinal wave,but has a larger effect on the Rayleigh wave.
出处 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2014年第1期163-169,共7页 地震工程与工程振动(英文刊)
基金 Science Fund for Creative Research Group of the National Natural Science Foundation of China under Grant No.51021001 China Postdoctoral Science Foundation under Grant No.2013M541675 National Natural Science Foundation of China under Grant No.51309233
关键词 shallowly buried explosions ground surface response theoretical analysis similarity relation effect of buried depth shallowly buried explosions ground surface response theoretical analysis similarity relation effect of buried depth
  • 相关文献

参考文献5

  • 1唐廷,王明洋,葛涛.地下爆炸的地表运动研究[J].岩石力学与工程学报,2007,26(A01):3528-3532. 被引量:3
  • 2In-Mo Lee.Transient groundmotion in an elastic homogeneous halfspace to blasting loading[J].Soil Dynamics and Earthquake Engineering.1996(3)
  • 3A. S. Bykovtsev,D. B. Kramarovskii.Evaluation of the seismic effect of an underground explosion[J].Journal of Applied Mechanics and Technical Physics.1994(6)
  • 4Tapan Kumar De.On S. H. point source in heterogeneous medium[J].Pure and Applied Geophysics PAGEOPH.1969(1)
  • 5D. A. Kharin,N. V. Kuz’mina,T. L. Danilova.Characteristics of the seismic effect of underground explosions[J].Combustion Explosion and Shock Waves.1969(4)

二级参考文献16

  • 1王剑飞,武文军,李红星,熊平.美军航母战斗群空袭火力对地攻击效能分析[J].现代防御技术,2006,34(1):1-6. 被引量:1
  • 2葛涛 王明洋 赵跃堂 等.岩体中爆炸分区最大半径的计算.防护工程,2005,27(5):11-14.
  • 3АДУШКИН В В СПИВАК А А Геомханика круггномасштабных взрывов москва[M].[S.l.]:Недра,1993.
  • 4KHARIN D A, KUZ'MINA N V, DANILOVA T I. Characteristics of the seismic effect of underground explosions[J]. Fizika Goreniya i Vzryva, 1966, 2(4): 111-123.
  • 5ZEL'MANOV I L, KOLKOV O S, TIKHOMIROV A M, et al. Motion of sandy soil following an underground explosion[J]. Fizika GoreniyaiVzryva, 1968, 4(1): 116- 121.
  • 6VOVK A A, MIKHALYUK A V, BELINSKII I B. Formation of an underground cavity by a contained explosion in an isotropic rock massif[J].PrikladnayaMekhanika, 1974, 10(9): 53-59.
  • 7KUZNETSOV V M, SHATSUKEVICH A F. Source parameters and efficiency of underground explosions[J]. Fizika Goreniya i Vzryva 1983, 19(6): 58 - 65.
  • 8BYKOVTSEV A S, KRAMAROVSKII D B. Evaluation of the seismic effect of an underground explosion[J]. Journal of Applied Mechanics and Technical Physics, 1994, 35(6): 3 - 11.
  • 9BLINOV I M, VAKHRAMEEV Y S. A microexplosion technique for modeling large-scale ejection explosions[J]. Fizika Goreniya i Vzryva, 1994, 30(2): 102-109.
  • 10LEE I M. Transient ground motion in an elastic homogeneous half space to blasting loading[J]. Soil Dynamics and Earthquake Engineering, 1996, 15(1): 151- 159.

共引文献2

同被引文献8

引证文献1

二级引证文献4

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部