1) middle wall stresses
中墙应力
1.
The middle wall stresses of doubled arch tunnel are calculated by FEM according to the pressure of surrounding rock of Xiangsilin tunnel calculated by three kind of methods.
根据三种方法计算的相思岭隧道的围岩压力 ,用有限元法分析了连拱隧道的中墙应力 ,通过与实测中墙应力值的比较 ,得到了确定中墙应力时较为准确的围岩压力计算方法 ,并分析了围岩弹性抗力对连拱隧道中墙应力的影响。
2) middle wall strain
中墙应变
3) stress dike
应力墙
1.
And the position and width of the stress dike ahead the working face were determined according to the theory of rock mechanics and elastic plastic mechanics.
从关键层（瓦斯突出煤体） 成因机制及其与宏观地质构造之间的关系探讨了其空间分布特征；应用岩石力学、弹塑性力学理论确定了工作面前方应力墙的位置和宽度。
4) Internal forces of the middle wall
中墙内力
5) Mechanical behavior of middle wall
中墙受力
补充资料：轧辊残余应力(见轧辊应力)
轧辊残余应力(见轧辊应力)
residual stresses in roll
zhagun eanyu yingli轧辊残余应力(residual stresses in roll)见礼辐应力。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条