1) progressive failure
渐进破坏
1.
Numerical simulation of progressive failure and stress distribution of yield pillars;
屈服矿柱渐进破坏及应力分布数值模拟
2.
Analysis of progressive failure reliability of geogrid-reinforced slopes;
土工格栅加筋边坡渐进破坏可靠性分析
3.
Stability and progressive failure mechanism analysis of shallow underground excavation;
某浅埋地下洞室围岩稳定及渐进破坏过程分析
2) progressive failure
渐进性破坏
1.
FLAC simulation for progressive failure of fissured clay slope;
裂隙性粘土边坡渐进性破坏的FLAC模拟
2.
Study on Progressive Failure of the Excavated Slope and the Pre-reinforced Measurement with Pile and Anchor;
开挖边坡的渐进性破坏分析及桩锚预加固措施研究
3.
Study on model test of progressive failure of Jingwuhuang freeway tunnel
景婺黄高速隧道渐进性破坏模型试验研究
3) gradual failure
渐进式破坏
1.
In general,there are two failure modes in heterogeneous brittle materials,the gradual failure and the catastrophic failure.
非均质脆性材料的失效可能有两种模式:渐进式破坏与灾变性破坏。
5) progressive-back rupture
渐进后退式破坏
6) progressive rupture mechanism
渐进破坏机理
1.
Based on the progressive rupture mechanism of backfill and arching effect, the nonlinear relationships between the wall movement and the mobilized angles of internal friction and wall friction were developed; and the initial frictional angles were decided on the initial stress condition.
根据土体渐进破坏机理,考虑土拱效应,建立了填土内摩擦角及墙土接触面上外摩擦角的发挥与土体位移的非线性关系,并根据初始应力条件确定初始内摩擦角。
2.
Based on the progressive rupture mechanism in the backfill,the nonlinear relationships between the wall movement and the mobilized angles of internal friction and wall friction were developed,in which the initial mobilized frictional angles were decided from the initial stress condition.
根据墙后土体的渐进破坏机理,建立了填土内摩擦角及墙土接触面上外摩擦角的发挥与土体位移的非线性关系,其中土体初始内摩擦角根据初始应力条件确定。
补充资料：部分渐进学习
部分渐进学习
progressing partial learning
都分渐进学习〔progres、，n名p“T畜，a】lear币雌)运动技能学习和练习的一种方式先学习并练习某项枯能的木别成分，再学习一个新的成分，同时将先后学习过的成分放在一起练习，如此学完整项运动技能。适用于那些既可分解又相互联系、由许多动作成分构成的运动技能的学习。 (蒋兆灿撰丰文博审)
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