1) hardground discontinuity surface
硬底不连续面
2) firmground discontinuity surface
固底不连续面
1.
A discontinuity surface can be characterized as a firmground discontinuity surface or a rockground discontinuity surface depending on its coherence at the moment of the sedimentation renewal.
根据底质的粘结程度可将底质不连续面划分为两大类 :固底不连续面和硬底不连续面。
3) Discontinuities
[英][,diskɔnti'nju:iti] [美][,dɪskɑntə'njuətɪ]
不连续面
1.
Analysis of three probability models between trace length and diameter of rock discontinuities;
岩体不连续面迹长与直径间的概率关系模型分析
2.
Various interface elements are successfully applied in traditional finite element method(FEM) to model discontinuities,in which Goodman element is the most representative one.
鉴于以Goodman单元为代表的界面单元在传统有限元法中取得了广泛而成功的应用,因而采用无网格法进行岩土工程数值分析时,首先考虑引入Goodman单元以模拟不连续面。
4) discontinuous plane
不连续面
1.
Analysis of influence of discontinuous plane on strength of rock mass based on unified strength theory;
基于统一强度理论分析不连续面对岩体强度的影响
2.
There are a lot of discontinuous planes in rock mass of Longtan hydropower station underground power-house,so it is of practical value to make certain whether there are unstable blocks on excavation planes where faults and joints interlace with each other.
龙滩水电站地下厂房开挖区域岩体不连续面发育,确定厂房开挖面是否可能产生可动块体并判断其稳定性具有重要实际意义。
3.
For the research on shear deformation characteristics of the discontinuous plane, the hyperbolic function is adopted to describe the shear deformation curve, and the key factors are discussed.
以研究不连续面的变形特性为目的,采用双曲线函数作为描述不连续面剪切位移曲线的本构式。
5) discontinuity
[英][,dɪs,kɔntɪ'nju:əti] [美]['dɪs'kɑntə'nuətɪ]
不连续面
1.
At first,for the complicated rock masses containing many discontinuities,the mesh of the whole domain without any discontinuity and the mesh for each discontinuity,together with its adjacent zone,are generated separately.
首先,对含多条不连续面的复杂岩体,将其离散成不含不连续面的整体网格和各条不连续面及其邻近区域的局部网格,而且网格之间相互独立。
2.
The most remarkable feature of the algorithm is that each composite element may contain several discontinuity segments,such as faults and joints.
该算法最突出的特点是每个复合单元可以含有几个不连续面,如断层或节理。
3.
Based on mesoscopic damage mechanics,a numerical code RFPA2D is developed to simulate the failure process of rock tunnel with discontinuity under dynamic disturbance,and the failure behaviors of rock tunnel with different width of discontinuities during stress wave propagation are discussed.
利用新近开发的动态版岩石破裂过程分析系统RFPA2D模拟了动力扰动下含不连续面巷道的破坏过程,从细观角度分析了不同宽度不连续面的岩石巷道在动力扰动下破坏的规律,并和未含不连续面巷道结构的相应情况进行比较,探讨了含不连续面巷道结构在动载荷作用下的力学特性,结果表明不连续面对应力波衰减作用明显,对巷道的稳定与破坏影响较大。
6) discontinuous plan
不连续平面
1.
The author,based on the actual production,presents a new method for power calculation for milling discontinuous plane.
结合生产实际情况,介绍不连续平面的铣削计算的一种新方法。
补充资料:古登堡不连续面
古登堡不连续面(简称古登堡面,gutenberg discontinuity)。该不连续面是1914年由美国地球物理学家古登堡首先发现的,它位于地下2885km的深处。在此不连续面上下,纵波速度由13.64km/s突然降低为7.98km/s,横波速度由7.23km/s向下突然消失。并且在该不连续面上地震波出现极明显的反射、折射现象。古登堡面以上到莫霍面之间的地球部分称为地幔(mantle);古登堡面以下到地心之间的地球部分称为地核(core)。
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