1) shear breakage
剪切破坏面
1.
Based on the fact that the shear breakage of the earthwork estimated on the basis of the theory(doesn t) agree with the actual shear breakage,there is no reasonable explanation.
理论判定的土体剪切破坏面与土体实际剪切破坏面不符,且无合理解释。
2) plane shearing failure
平面剪切破坏
3) failure surfaces under limit shear situation
极限剪切破坏面
1.
On the basis of the work mechanism of steel-plate piles,a new method is presented for searching the failure surfaces under limit shear situation in the landslide.
首次提出了利用格构形复合抗滑钢板桩来治理滑坡工程的新方法,并从不同的理论角度对格构形复合抗滑钢板桩的阻滑机理进行了研究,提出了设桩后确定滑坡极限剪切破坏面的新方法。
4) Shear failure
剪切破坏
1.
Anisotropy of shear strength of layered rocks and determination of shear failure plane;
层状岩体抗剪强度的方向性及剪切破坏面的确定
2.
Research on point safety factor of shear failure geomaterials
岩土材料剪切破坏点安全系数的研究
3.
Based upon shear strain gradient plastic theory of rock deformation localization, it is assumed that the failure pattern of rock in the shear band is shear failure.
假设剪切带内部的岩体为剪切破坏 ,利用剪切应变梯度塑性理论 ,解析得出了考虑围压和孔隙压力的岩石试件应力与应变的关系 ,解析解与众多的实验研究结果比较一致 ,围压效应和孔隙压力效应是局部化所致 ,这一研究结果对于自然灾害的防治有一定的理论和实际意
5) shear failure line
剪切破坏线
6) shear failure band
剪切破坏带
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