本实验使用V形剖面板模拟二维楔形体。
The 2d wedge was simulated by a V shaped plate in the experiment.
楔形体顶端邻域内的位移场假定没有采用奇异变换技术。
The singular transformation technique is not used in the assumption of displacement fields around the wedge tip.
楔形体尖端邻域内的位移场假定没有采用奇异变换技术。
The singular transformation technique is not used in the assumption of displacement fields surrounding the wedge tip.
而对于一般各向异性弹性楔形体，通常面内位移和面外位移相互耦合。
Howover, they are coupled for a general anisotropic elastic wedge in general.
对各个库岸分段选取典型剖面，采用广义楔形体法对剖面的稳定性进行计算及评价。
Choosing representative cross sections in each bank slope, the paper USES generalized wedge method to analyze and appraise the stability of them.
本文采用有限元法，就三维楔形体结构对带自由表面流场的撞水过程进行了数值模拟。
By means of finite element method, a numerical simulation of water impact is proceeded for a three-dimensional wedge-shaped structure impacting on the fluid field with a free-surface.
考虑结构面各向异性剪胀的楔形体稳定分析方法以三维锯齿形模型描述结构面表面形态。
This method adopts a 3D saw-tooth-like model to characterize the anisotropic dilatancy of discontinuity.
断层强度受降雨和振动的影响而不断弱化，变形破坏主要集中在由断层所构成楔形体的中上部。
The intensity of fault is weakened by rainfall and burst, and the deformation and failure mainly occurred in upper and middle levels of the wedge formed by the faults.
无论哪种情况，楔形体的横截面形状要么是有两条边相同的球形四边形，要么是任意球形四边形。
Whatever the case, the shape of the cross-section of the said sphenoid part is either of an isosceles spherical trapezium or of any spherical quadrilateral.
楔形体破坏是岩质边坡中最常见的一种破坏形式，楔形体稳定问题也是岩质边坡工程中的经典问题。
Wedge failure is one of familiar failure types in rock slope, and the stability analysis of wedge is a classical problem in rock slope engineering.
矿山岩质边坡的稳定性主要受节理面控制，边坡的破坏主要是由节理面切割形成的楔形体失稳造成的。
Ore precipice nature side slope stability mainly divisional plane control, the side slope destruction mainly is the wedge-shaped body jitter which forms by divisional plane cutting creates.
圆锥楔形体的结构至少有四个圆锥面组成，在每个面上，可以使用相同的横截面，也可用不同的横截面。
Their conical sphenoid part, for the configuration of which at least four conical surfaces are used, can have the same cross section all over its length or different cross-section per parts.
讨论了倾斜立式罐楔形体部分及斜切圆柱体部分容积的计算方法。罐底板容积的计算则可不必考虑倾斜。
The calculation methods for the volume of the wedge shape part and the obliquely tangential cylinder of the tilted vertical tanks are discussed.
本文采用了弹性理论中的楔形体理论，对均质边坡开挖过程进行了分析，在平面应变问题的基础上结合线性叠加原理得到开挖坡体的应力场。
Elastic wedge model is used for analysis of excavation of homogeneous slope. On the basis of elastic plane-strain theory and the line folds to add theory, stress field of the excavation is got.
本文采用了弹性理论中的楔形体理论，对均质边坡开挖过程进行了分析，在平面应变问题的基础上结合线性叠加原理得到开挖坡体的应力场。
Elastic wedge model is used for analysis of excavation of homogeneous slope. On the basis of elastic plane-strain theory and the line folds to add theory, stress field of the excavation is got.
应用推荐