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巷道围岩塑性区的德鲁克-普拉格准则解
引用本文:翟所业,贺宪国.巷道围岩塑性区的德鲁克-普拉格准则解[J].地下空间与工程学报,2005,1(2):223-226.
作者姓名:翟所业  贺宪国
作者单位:1. 山东科技大学,工程学院,泰安,271021
2. 山东新汶矿业集团良庄煤矿,新泰,271219
摘    要:考虑到巷道围岩屈服与中间主应力有关,运用德鲁克-普拉格准则推出了圆形巷道塑性区半径及应力的解析解。结果表明,在考虑中间主应力的情况下巷道围岩塑性区增大,证明中间主应力对塑性区具有一定影响。因此,该理论成果弥补了以往理论未考虑中间主应力的不足,也为巷道围岩塑性区的理论分析提供了一种新的理论计算方法。

关 键 词:中间主应力  原岩应力  支护阻力  塑性区半径
文章编号:1673-0836(2005)02-0223-04
修稿时间:2004年11月12

Solution of D-P Criterion of Plastic District of Surrounding Rock of Roadway
ZHAI Suo-ye,HUO Xian-guo.Solution of D-P Criterion of Plastic District of Surrounding Rock of Roadway[J].Chinese Journal of Underground Space and Engineering,2005,1(2):223-226.
Authors:ZHAI Suo-ye  HUO Xian-guo
Abstract:Considering that the yield of surrounding rock of roadway is related to the middle principal stress, the analytic formula for radius of plastic district and stress of round roadway have been put out by adopting the Druker-Prager criterion. The result shows that the plastic area radius of surrounding rock of roadway increases after taking account of the middle principal stress, it is proved that the middle principal stress has a certain influence to the plastic district. So this theoretical formulation is the complement of the past theoretical achievement, and has offered a kind of new method for theoretical calculation of plastic area of surrounding rock of roadway.
Keywords:middle principal stress  original rock stress  support resistance  plastic district radius
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