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1)  failure surface position
破坏面位置
1.
A general shear strength formula of geotechnical slip surface and a general relation among failure principal stresses and a general relation between failure surface position and strength criterion under plane strain condition are derived theoretically.
通过理论推导出在平面应变条件下岩土任意面上的抗剪强度通式和破坏时中主应力与大小主应力的关系,给出了破坏面位置与强度准则的一般关系。
2)  space failure surface position
空间破坏面位置
3)  failure position
破坏位置
4)  direction of failure surface
破坏面方位
1.
Some aspects are analized in this paper,including the direction of failure surface,stress state prior to shear,stress path during shear,and stress reorienation,which influence the strength parameters for total stress analysis.
就破坏面方位、剪切前固结应力状态、剪切应力路径及主应力偏转对总应力强度指标的影响及解决的途径作了简要分析。
5)  buckling failure location
屈曲破坏位置
6)  destructive position of pillar and surrounding rock
矿柱及围岩破坏位置
1.
It verifies visually numerical simulation results of the destructive position of pillar and surrounding rock during mining of "take one every other one".
实践证明,上述方法为分析和预测类似深井矿山回采过程矿柱及围岩破坏位置预测开辟了新的途径,对指导矿山下一步爆破设计和安全高效开采具有重要的现实意义。
补充资料:不看金面看佛面
1.同"不看僧面看佛面"。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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