期刊文献+

基于MC准则的DP系列准则的巷道围岩塑性分析 被引量:2

The Plastic Analaysis of Surrounding Rock of Roadway Based on Drucker-Prager Yield Criterions of MC Yield Criterion
原文传递
导出
摘要 考虑不同屈服准则对塑性区的影响,以Mohr-Coulomb屈服准则和Drucker-Prager屈服准则作为巷道围岩的塑性条件,推算出巷道围岩塑性区半径和位移的解析解。研究表明,不同屈服准则对塑性区半径和位移的大小的分布均有重要影响;同时分别考虑不同内聚力、内摩擦角、原岩应力和支护阻力情况下,塑性区半径和位移的Mohr-Coulomb准则解和Drucker-Prager系列准则解的变化规律并对其进行比较。分析表明,相同条件下,塑性区半径及位移的DP3准则解最大,DP1准则解最小,DP2准则解接近于Mohr-Coulomb准则解。 Considering the influence of different yield criterions on plastic zone, the Mohr - Coulomb yield criterion and the Drucker - Prager yield criterion were used as plastic condition of roadway surrounding rock, and the analytical solutions of plastic zone radius and displacement were calculated. The studies show that different yield criterions have significant effects on plastic zone radius and dis- placement. At the same time, the plastic zone radius and displacement based on Mohr - Coulomb criterion and Drucker - Prager yield criterions were analyzed and compared according to different cohesion, internal friction angles, in - situ stress and support resistance. The results show that under the same conditions, the plastic zone radius and displacement based on Drucker - Prager 3 criterion are lar- gest, and based on Drucker - Prager 1 criterion are minimum, Drucker - Prager 2 criterion are close to those based on Mohr - Coulomb criterion.
出处 《煤矿安全》 CAS 北大核心 2013年第9期67-70,共4页 Safety in Coal Mines
基金 国家自然科学基金资助项目(51174005) 安徽高校省级自然科学研究重点资助项目(KJ2011A085)
关键词 Drucker—Prager屈服准则 Mohr—Coulomb屈服准则 巷道围岩 塑性分析 Drucker - Prager yield criterion Mohr - Coulomb yield criterion surrounding rock of roadway plastic analysis
  • 相关文献

参考文献9

二级参考文献28

  • 1郑颖人,赵尚毅.有限元强度折减法在土坡与岩坡中的应用[J].岩石力学与工程学报,2004,23(19):3381-3388. 被引量:1038
  • 2潘岳,王志强.基于应变非线性软化的圆形硐室围岩弹塑性分析[J].岩石力学与工程学报,2005,24(6):915-920. 被引量:37
  • 3付国彬.巷道围岩破裂范围与位移的新研究[J].煤炭学报,1995,20(3):304-310. 被引量:80
  • 4SHARAN S K.Analytical solutions for stresses and displacements around a circular opening in a generalized Hoek-Brown rock[J].International Journal of Rock Mechanics and Mining Sciences,2008,40(1):78-85.
  • 5ZHENG H,LIU D F,LEE C F,et al.Principle of analysis of brittle-plastic rock mass[J].International Journal of Solids and Structures,2005,42(1):139-158.
  • 6BROWN E T,BRAY J W,LADANYI B,et al.Ground response curves for rock tunnels[J].Journal of Geotechnical Engineering,1983,109(1):15-39.
  • 7WANG S L,YIN X T,TANG H,et al.A new approach for analyzing circular tunnel in strain-softening rock masses[J].International Journal of Rock Mechanics and Mining Sciences,2010,47(1):170-178.
  • 8LEE Y K,PIETRUSZCZAK S.A new numerical procedure for elasto-plastic analysis of a circular opening excavated in a strain-softening rock mass[J].Tunnelling and Underground Space Technology,2008,23(5):588-599.
  • 9PARK K H,TONTAVANICH B,LEE J G.A simple procedure for ground response curve of circular tunnel in elastic-strain softening rock masses[J].Tunnelling and Underground Space Technology,2008,23(2):151-159.
  • 10CARRANZA-TORRES C,FAIRHURST C.The elastoplastic response of underground excavations in rock masses that satisfy the Hoek-Brown failure criterion[J].International Journal of Rock Mechanics and Mining Sciences,1999,36(6):777-809.

共引文献300

同被引文献33

引证文献2

二级引证文献6

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