1) fracturing front
破裂阵面
1.
The relation between propogation velocity of fracturing front and the initial gas pressure and pulverization rate was obtained.
利用上述模型和从模拟实验得来的参数，对突出过程进行数值计算，得到了破裂阵面推进速度与瓦斯初始压力和煤初始粉碎率之间的拟合关系。
2) failure front
破坏阵面
3) rupture surface
破裂面
1.
In order to make the foundation safe,this paper analyzes the distributing of the loading and the effect on foundation during bad management in backfill of pit by deducing the calculation formula of soil pressure based on the rupture surface.
针对目前设计上不重视基坑回填的现象,从推导考虑破裂面的土压力计算公式入手,分析了基坑回填处理不当引起的受力分布情况以及对基础产生的影响,并通过一工程实例详细阐述了其分析计算过程,可为今后的基坑回填提供借鉴。
4) Rupture plane
破裂面
1.
The principle and execution of this method in detail are described,which is based on FEM and combined optimization and the most dangerous latent rupture plane in slope is determined.
本文通过弹塑性有限元模拟基坑开挖过程,计算土体的位移及应力,利用Dijkstra最短路径算法确定土体中最危险的潜在破裂面及基坑的稳定性。
2.
Through computing their focal mechanism solutions it is found that most rupture planes show horizontal strike-slip feature but one or two show obvious dip-slip feature, which indicates the diversification of the focal mechanism sol.
求其震源机制解,发现其中绝大多数地震的破裂面具有以水平走滑为主的破裂特征,个别地震破裂面则具有较大的倾滑分量。
3.
A new method is presented for silo classification using the rupture plane in the storage.
提出了一种新的基于破裂面的深浅仓分类方法。
6) fracture plane
破裂面
1.
This paper applies the Dijkstra shortest route algorithm in search of the most dangerous underlying fracture plane and works out its displacement and stress to evaluate the reliability of a foundation pit via simulating the course of foundation pit excavation by using the elastic-plastic finite element method.
文章运用Dijkstra最短路径算法确定土体中最危险的潜在破裂面,通过弹塑性有限元模拟基坑开挖过程, 计算土体的位移和应力以及评价基坑的稳定性。
补充资料：波阵面
简称“波面”。波源发出的振动在介质中传播经相同时间所到达的各点组成的面。同一波阵面上各点的振动位相相同。
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