期刊文献+

深部块系岩体摆型波现象的研究进展 被引量:16

ADVANCES IN THE STUDY ON PENDULUM-TYPE WAVE PHENOMENON IN THE DEEP BLOCK ROCK MASS
在线阅读 下载PDF
导出
摘要 深部岩体具有独特的自应力块系等级构造特性,摆型波(μ波)现象是深部块系岩体特有的动力特征科学现象之一,集中反映了深部块系岩体非协调、非连续的动力学特性.摆型波是一种不同于传统纵波和横波的新型非线性弹性低频低速变位波,可以直接引发深部岩体岩爆和冲击地压等地质灾害,且无法用经典连续介质力学圆满解释.本文介绍了国内外对摆型波现象的实验和理论研究进展,归纳出摆型波的主要特征参数及其变化规律,并指出该领域的重点研究方向. Deep rock mass has the unique "self-stressed" block-hierarchical structure, in which pendulumtype wave phenomenon is one of the typical dynamic characteristic phenomena, reflecting the incompatible and discontinuous dynamic properties of the deep block rock mass. Pendulum-type wave is a new type nonlinear and elastic reversal wave propagating with low frequency and low velocity, which is quite different from the longitudinal or transverse waves. Pendulum-type wave could lead to rock burst, bump of earth pressure and other severe geological hazards occurring in deep rock mass, and could not be well explained by the classical continuum mechanics. In this paper, the state of arts of the experimental and theoretical studies on pendulumtype waves in home and abroad is firstly presented, and the main characteristic parameters of pendulum-type waves and their variation laws are then summarized. Finally, the focusses and development trends in the studies on pendulum-type waves are suggested.
出处 《力学进展》 EI CSCD 北大核心 2008年第5期601-609,共9页 Advances in Mechanics
基金 国家杰出青年科学基金(50525825) 国家自然科学基金重大项目(50490275)资助~~
关键词 深部块系岩体 摆型波 低频低速变位波 块系等级结构 地质力学不变量 deep block rock mass, pendulum-type wave, low-frequency, low-velocity reversal wave, block- hierarchical structure, geo-mechanical invariant
  • 相关文献

参考文献27

  • 1Sadovsky M A. Natural lumpiness of rock. Dokl Akad Nauk, 1979, 247(4): 21-29.
  • 2Kurlenya M V, Oparin V N. Geomechnics, problems of nonlinear geomechanics. Part Ⅱ. Journal of Mining Science, 2000, 36(4): 305-326.
  • 3Kurlenya M V, Oparin V N, Vostrikov V I. On formation of elastic wave packets under impulse excitation of block media. Dokl AN SSSR, 1993, 333(4): 1-7.
  • 4Kurlenya M V, Oparin V N, Vostrikov V I. Pendulumtype waves, Part Ⅰ. State of the problem and measuring instrument and computer complexes. Journal of Mining Science, 1996, 32(3): 159-163.
  • 5Kurlenya M V, Oparin V N, Vostrikov V I. Pendulum-type waves, Part Ⅱ. Experimental methods and main results of physical modeling. Journal of Mining Science, 1996, 32(4): 245-273.
  • 6Kurlenya M V, Oparin V N, Vostrikov V I. Pendulumtype waves, Part Ⅲ Data of on-site observations. Journal of Mining Science, 1996, 32(5): 341-361.
  • 7Kurlenya M V, Oparin V N, Geomechanics, problems of nonlinear geomechanics. Part Ⅰ. Journal of Mining Science, 1999, 36(4): 12-16.
  • 8Kurlenya M V, Serdyukov S V. Rock mechanics. Low friction resonances of seismic 1 of rocks in a low- energy vibration-seismic field. Journal of Mining Science, 1999, 35(1): 1-5.
  • 9Kurlenya M V, Oparin V N, Vostrikov V I. Rock mechanics. Geomechanical conditions for quasi-resonances in geomaterials and block media. Journal of Mining Science, 1998, 34(5): 379-386.
  • 10Aleksandrova N I, Chernikov A G, Sher E N. Experimental investigations into the one-dimensional calculated model of wave propagation in block medium. Journal of Mining Science, 2005, 41(3): 232-239.

二级参考文献60

  • 1陈士林,钱七虎,王明洋.深部坑道围岩的变形与承载能力问题[J].岩石力学与工程学报,2005,24(13):2203-2211. 被引量:30
  • 2王明洋,戚承志,钱七虎.深部岩体块系介质变形与运动特性研究[J].岩石力学与工程学报,2005,24(16):2825-2830. 被引量:63
  • 3王明洋,邓宏见,钱七虎.岩石中侵彻与爆炸作用的近区问题研究[J].岩石力学与工程学报,2005,24(16):2859-2863. 被引量:48
  • 4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. 被引量:144
  • 5陈宗基.地下巷道长期稳定性的力学问题[J].岩石力学与工程学报,1982,1(1):1-19.
  • 6Sadovsky M A. Mature of lumpiness of rock, Doklady AN SSSR[J].Geotectonics, 1979, (4): 247-256.
  • 7Revuzhenko E Mechanics of Elastoplastic Media and Nonstandard Analysis[M]. Novosbirsk: Izd NGU, 2000.
  • 8Adushkin V V, Spivak A A. Geomechanics of Large-scale Explosions[M]. Moscow: Nedra, 1993.
  • 9Kurlenya M V, Adushkin V V, Oparin V N. Alternating reaction of rocks to dynamic action, Doklady AN SSSR[J]. Geotectonics, 1992,(2): 323 - 329.
  • 10Qian Qihu, Wang Mingyang. Comparison studies of loading theory and test results for shallow-buried structures under nuclear explosion[A]. In: International Workshop Blast-resistant Structures[C].Beijing: Tsinghua University Press, 1992.76 - 86.

共引文献303

同被引文献183

引证文献16

二级引证文献72

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