1) angle of breaking wave
破波角
2) breaking wave
破波
1.
This paper gives the conditions of wave breaking and the basic rule of breaking wave action on veritcal wall of composite breakwater and suggests a more complete calculation method.
高基床混成堤前波浪将发生破碎，基床顶直（胸）墙上将承受破波或破后波作用。
3) wave current/breaking wave
波流/破波
4) Fracture angle
破裂角
5) rupture angle
破裂角
1.
According to the energy theory,the formula for the passive earth pressure of retaining wall is derived,and the calculation method for the rupture angle is discussed.
从能量理论出发,导出任意情形下挡土墙被动土压力的计算公式,探讨破裂角的计算方法。
2.
After that,the formulas about the rupture angle and the friction angle are presented,and the formula of their relationship is also presented.
双参数抛物型Mohr强度准则既可描述剪切破坏模式,又可描述受拉破坏模式,且其对单轴抗压和抗拉强度比没有限制,所推导的破裂角公式可以为今后宏观裂纹开裂方向的计算和破坏模式的确定提供理论基础;而Griffith准则只是双参数抛物型Mohr准则的一种特殊情况。
3.
The results also show that the limiting rupture angle of a sliding-wedge behind.
对比分析表明:经典朗肯土压力理论可看作是解析解在墙背光滑、填土坡面水平情况下的特例;在填土内摩擦角一定时,挡土墙墙后滑动楔体的极限破裂角随着填土坡面倾角或墙土之间摩擦角的增大而减小。
6) crack angle
破裂角
1.
A stability analysis is carried out with the spatial failure wedge in the elastolastic part, deriving the equation for calculating the critical depth h c of the anchoring section of the piles, the plane and spatial solution to the crack angle θ.
提出了抗滑桩弹塑性设计模式，对弹塑性区空间破坏楔体进行了稳定分析，导出了抗滑桩锚固段弹塑性区临界深度ｈｃ的计算式和破裂角θ的平面解及空间解。
补充资料：破崖絶角
1.磨除棱角。喻处事圆滑。
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