破坏面 meaning in Chinese
failure plame
failure plane
failure surface
fracture face
fracture surface
plane of failure
plane of fracture
plane of rupture
Examples
- Influence factors on shear failureorientation of layered rocks
层状岩体剪切破坏面方向的影响因素 - ( 3 ) experimental phenomena from the experiment we observed that all wrecks of the bonding samples break at the interface , the broken faces are flat , but the concrete conditions have sth
U ）试验现象从试验中可以观察到所有粘结试件的破坏都是从粘结面断开，破坏面比较平直。但具体情况与所受温度不同而有关。 - The paper proposes that the damage surface adopt curvilinear slip - surface , based on analyzing several normal models of soil pressure , and a new method of calculation soil pressure of brace structure of deep foundation - pit is derivated based on prandtl theory under this assumption . moreover contrasting against computational method of the classics soil pressure , better effect is acquired in the actual application
本文在对几种常用的土压力模型进行分析比较的基础上，提出了采用曲线滑动面作为破坏面，并在此假设下根据普朗特尔理论推导出一种计算深基坑支护结构中土压力的新方法，并与经典土压力计算方法作了比较，在实际应用中也取得了较好的效果。 - Measured results from in - site loading tests in tannin harbor and from in - door model tests were compared with predictions from the limit equilibrium methods . a method of estimating the bearing capacity for inhomogeneous medium was suggested to meet every case ; 4 . according to the results from model tests , the elastoplastic fem were performed to study the procession of the change of the stress and strain in inhomogeneous medium and to simulate the procession of the forming of the failure surface during loading , and the failure mechanism was studied ; 5
4 、结合模型试验结果，确定出了符合非均质介质规律的弹塑性模式，在此基础上分别运用二维、三维弹塑性有限元程序，模拟出了外荷载作用过程中非均质介质内部应力、变形以及破坏面的发展过程，分析得出了非均质介质地基的破坏机理； 5 、在港口工程地基设计当中，已经引入了可靠度理论计算分析基础稳定性。 - If the planar failure arises without fixed plane in rock slope , the critical inclination of failure face is not only the function of slope angle and friction angle of failure face , but also the function of the height of failure part , the cohesion of failure face , and unit weight of failure body
摘要在岩石边坡中，当出现平面滑坡时，如果边坡内没有确定的滑面，滑面的临界倾角不仅仅是边坡倾角和破坏面摩擦角的函数，而且还应该是滑体高度、破坏面的黏聚力和岩体重度的函数。