1) space failure surface position
空间破坏面位置
2) 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。
3) geotechnical failure surface
空间破坏面
1.
The position of the geotechnical failure surface is relative to the failure criteria,and different positions and relevant shear strengths can be got by using different failure criteria.
岩土空间破坏面位置的确定与计算所选用的破坏准则有关,运用不同的破坏准则得到的土体的破坏面位置及相应抗剪强度也不同。
4) failure position
破坏位置
5) spatially mobilized plane(SMP) criterion
空间滑动面破坏准则
6) 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。
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。
参考词条