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深井巷道围岩应力场、应变场和温度场耦合作用研究
引用本文:韦四江,勾攀峰,马建宏. 深井巷道围岩应力场、应变场和温度场耦合作用研究[J]. 河南理工大学学报(自然科学版), 2005, 24(5): 351-354
作者姓名:韦四江  勾攀峰  马建宏
作者单位:河南理工大学,能源科学与工程学院,河南,焦作,454003;河南理工大学,能源科学与工程学院,河南,焦作,454003;河南理工大学,能源科学与工程学院,河南,焦作,454003
基金项目:河南省自然科学基金资助项目(0111040600)
摘    要:建立了耦合条件下岩体的应力-应变关系,推导出不同变温范围条件下巷道围岩的应力和应变.实例计算表明巷道围岩在耦合情况下比非耦合情况下的切向应力、周边位移、破碎区和塑性区半径都有较大的增加,并提出了提高耦合条件下改善巷道围岩体稳定性的措施.

关 键 词:深井巷道  应力场  应变场  温度场  耦合
文章编号:1007-7332(2005)05-0351-04
收稿时间:2005-03-14
修稿时间:2005-03-14

Analyses for Coupled Stress Field, Strain Field and Temperature Field of Adjacent Rock of Deep Mine Tunnel
WEI Si-jiang,GOU Pan-feng,MA Jian-hong. Analyses for Coupled Stress Field, Strain Field and Temperature Field of Adjacent Rock of Deep Mine Tunnel[J]. JOURNAL OF HENAN POLYTECHNIC UNIVERSITY, 2005, 24(5): 351-354
Authors:WEI Si-jiang  GOU Pan-feng  MA Jian-hong
Abstract:The stress-strain relation under the coupled condition was created, then the stress and strain were calculated in the different variable temperature range condition. The illustration showed that the shear stress, circumference displacement and the radius of the break zone and the plastic zone were larger under the coupled condition, and the methods to improve stabilization of adjacent rock were given under the coupled condition.
Keywords:deep mine tunnel   strain field   stress field   temperature field   coupling
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