1) post failure properties
破坏后区特性
2) post-failure
破坏后区
1.
The complete stress-strain curve of rock is divided into pre-failure and post-failure regions according to the peak stress.
岩石的应力—应变全过程曲线以峰值应力为界,通常分为破坏前区和破坏后区两部分。
3) failure characteristics
破坏特性
1.
According to the principles of similar models,the failure characteristics of a tamped filled-soil slope under continual rainfall of 7 days and strong rainfall of 2 hours later are studied by indoor experiments in a large experiment box,and the result is compared with that without rainfall.
依据相似模型原理,通过室内大型试验箱试验模拟了7 d持续降雨及随后2 h强降雨条件下夯实填土边坡的变形、破坏特性,并与非降雨条件下的结果作了对比分析,探讨了此类边坡在降雨前、后的破坏模式,指出夯实填土边坡在降雨前取平面–凸弧面组合破坏模式,降雨后取平面–悬链面(一支)组合破坏模式,它们均为复杂破坏模式,以往近似地沿用圆弧破坏模式对其进行稳定性分析和支护参数的计算是不尽合理的。
5) kinetic nature of fracture
破坏的动力特性
6) destructive character analysis
破坏特性分析
补充资料：HⅡ区和HⅠ区
见电离氢区和中性氢区。
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