期刊文献+

边界元法及层状介质岩体在地表及岩层移动计算中的应用 被引量:2

Application of boundary element method on mining subsidence in stratified rock
下载PDF
导出
摘要 引进了一种特殊的、易于计算操作的横观各向同性体———层状介质来描述岩体,并利用计算实例指出层状介质岩体的重要性和合理性.应用实例表明,对德国煤矿的深部开采,采用介质各向异性的强度为0 05~0 01较适宜. Problems of application with isotropic rock model were discussed and a special transverse isotropic rock, the stratified rock, was introduced as a unified rock model for ground and strata movements calculations.Boundary element method(BEM) calculation examples with stratified rock were presented to show the satisfied application to the mining subsidence engineering. The applied examples show that anisotropic medium intension is proper in (0.05~)0.01 for deep mining in Germany.
作者 范之望
出处 《煤炭学报》 EI CAS CSCD 北大核心 2004年第2期150-154,共5页 Journal of China Coal Society
关键词 边界元法 层状介质岩体 地表及岩层移动 位移不连续法 boundary element method stratified rock ground and strata movements displacement discontinuity
  • 相关文献

参考文献3

二级参考文献11

  • 1[1]Crouch S L Starfield A M. Boundary Element Methods in Solid Mechanics. George Allen and Unwin 1983.
  • 2[2]范之望.Anwendung der Boundary-Element-Methods auf die Berechnung bergbaulicher Gebirgs-und Bodenbewegungen M. BerlinWissenschaft and Technik Verlag1996.
  • 3[3]Neuhaus W. Die Entwicklung gebirgsrheologischer Berechnungsmethode fur die BergschadenkundeD. BerlinHabilitationsschrift TU Berlin 1978.
  • 4[4]Crouch S L. Solution of Plane elasticity problems by the displacement discontinuity methodJ. Int.J.Num. Methods Engng 1976 S.301-343.
  • 5[5]Kratzsch H. BergschadenkundeM. Berlin Berlin Heidelberg New York Springer Verlag 1974.
  • 6王泳嘉,岩土工程学报,1986年,2卷,5期,205页
  • 7王泳嘉,第三届岩石力学学术会议文集,1985年
  • 8李增琪,煤炭学报,1983年,2卷,18页
  • 9刘北辰,弹性力学,1979年
  • 10何衍璇,傅里叶变换,1959年

共引文献6

同被引文献23

  • 1肖洪天,岳中琦.梯度材料中矩形裂纹的对偶边界元方法分析[J].力学学报,2008,40(6):840-848. 被引量:6
  • 2朱先奎,姜弘道.用Fourier变换求半平面不连续位移的基本解[J].河海大学学报(自然科学版),1994,22(3):31-36. 被引量:1
  • 3李增琪.计算矿山压力和岩层移动的三维层体模型[J].煤炭学报,1994,19(2):109-121. 被引量:9
  • 4Crouch S L. Solution of plane elasticity problems by the displacement discontinuity method [J]. International Journal for Numerical Methods in Engineering, 1976, 10(2):301-343.
  • 5Crouch S L, Starfield A M. Boundary element methods in solid mechanics [M]. London, UK: George Allen & Uniwin, 1983.
  • 6Shou K J, Napier J. A two-dimensional linear variation displacement discontinuity method for three-layered elastic media [J]. International Journal for Rock Mechanics and Mining Sciences, 1999, 36 (6) : 719- 729.
  • 7Ai Z Y, Cheng Z Y, Han J. State space solution to three-dimensional consolidation of multi-layered soils [J ]. International Journal of Engineering Science, 2008, 46(5): 486-498.
  • 8Chen L, Urquhart E E, Pindera M J. Microstructural effects in multilayers with large moduli contrast loaded by flat punch [J]. AIAA Journal, 2005, 43 (5) : 962-973.
  • 9Wang J H, Zhou X L, Lu J F. Dynamic response of pile groups embedded in a poroelastic medium [J]. Dynamics and Earthquake Engineering, 2003, 23 (3):235-242.
  • 10Wang J, Crouch S L. An iterative algorithm for modeling crack closure and sliding [J]. Engineering Fracture Mechanics, 2008, 75(1):128-135.

引证文献2

二级引证文献2

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