不连续面的英文

• discontinuity piston
• discontinuity surface
• interface
• plane of discontinuity
• surface of discontinuity
• surfaceofdiscontinuity

• "不连续"英文翻译    nonsequence; discontinuous
• "面"英文翻译    face
• "伯奇不连续面" 英文翻译 :    birch discontinuity
• "不连续面扩散" 英文翻译 :    diffusion of discontinuity plane
• "弹性不连续面" 英文翻译 :    elastic discontinuity
• "地震不连续面" 英文翻译 :    seismic discontinuity
• "地质不连续面" 英文翻译 :    geologic discontinuity
• "二度不连续面" 英文翻译 :    two-degree discontinuity
• "二级不连续面" 英文翻译 :    second-order discontinuity
• "构造不连续面" 英文翻译 :    tectonic discontinuity
• "莱曼不连续面" 英文翻译 :    lehma discontinuity; lehmann discontinuity
• "密度不连续面" 英文翻译 :    surface of density discontinuity; surfaceofdensitydiscontinuity
• "莫荷不连续面" 英文翻译 :    moho discontinuity
• "莫合(氏)不连续面" 英文翻译 :    mohorovicic discontinulty
• "莫合不连续面" 英文翻译 :    mohorovicic discontinulty
• "莫霍不连续面" 英文翻译 :    mohorovicic discontinuity; mohorovicicdiscontinuity
• "一级不连续面" 英文翻译 :    first-order discontinuity
• "拜尔利不连续面" 英文翻译 :    byerly discontinuity
• "不连续面的延续性" 英文翻译 :    continuity of discontinuity
• "不连续面相互酌" 英文翻译 :    discontinuity interaction
• "布拉德不连续面" 英文翻译 :    bullard discontinuity
• "地震波不连续面" 英文翻译 :    seismic discontinuity
• "古登堡不连续面" 英文翻译 :    gutenberg discontinuity
• "康拉德不连续面" 英文翻译 :    conrad discontinuity; conraddiscontinuity
• "渗透性不连续面" 英文翻译 :    penetrative planar discontinuity

• Its behaviour is dominated by discontinuities such as faults, joints and bedding planes .
  它的性态是由像断层、节理和层面等这样一类不连续面控制的。
• Gouge or infilling is the material between two faces of a structural discontinuity such as a fault .
  断层泥或充填物是指一个不连续面（如断层）的两个表面之间的物质。
• Discontinuities or weakness planes are those structural features which separate intact rock blocks within a rock mass .
  不连续面或弱面指在岩体内分割完整岩石的那些构造形迹。
• Study on hyporbolic shear deformation curve of the discontinuous plane in rock mass
  岩体不连续面双曲线剪切位移曲线的研究
• Composite element method for simulation of discontinuous surface and drainage hole in seepage analysis
  渗流分析中排水孔和不连续面模拟的复合单元法
• Othendse , the discreet element method is also a rather popplar method to deal with uncontinuous media , especially the so - called discreet medias that consists of rock blocks , granlars and so on
  将不连续面以节理单元模拟是目前有限元计算中最常用的一种方法，此外，离散单元法也是针对不连续介质的一种已相当成熟的计算方法。
• The author deems that it is a practical way to tr6at these uncontinuous problems as contact problem in solid mecbocs tmiformly . the main intension of this paper is to develop a finite element approach for contact problem and apply it to geotecbocal problems
  目前，有限元法等数值方法虽然已在岩土工程领域得到了广泛的应用，但计算中对不连续面的处理却仍是一个并未很好解决的问题。
• At first it analyzes the bedding rock slope ' s bedded rock and its incontinuity face , and studies the stress , strain , stability ' s condition of the bedding rock slope , fully considering the cohesive force of rock layer and incontinuity face . geologic mechanics models of two types of bedding rock slope are set up , the instability coefficient of bedding rock slope under different mechanical parameters is computed , and the conclusion that the stability of bedding rock slope is relation to rock layerer , cohesive force of incontinuity face , inner friction angle and rock layer obliquity has been gotten . based on the above discussion , the thesis comes down the influence of rock layer and the incontinuity face on the bedding rock slope to incontinuity face ' s influence factors , and discusses other factors that influence the bedding rock slope ' s stability , so gains the evaluating and forecasting index marks
  本文首先对顺层边坡的层状岩体及其中的层理面和不连续面进行了分析，对其应力应变进行了研究，得出了顺层边坡的稳定性不仅与岩体中岩石的强度有关，还与岩体中层理面及不连续面的内聚力、内摩擦角及其倾角有关；论文建立了层理面和节理面的地质力学模型，讨论了其力学参数变化对边坡稳定性的影响，并在此基础上将层理面和节理面归纳为顺层边坡稳定性的结构面影响因素，同时讨论了影响顺层边坡稳定性的其他因素，从而得出顺层边坡稳定性的评价预测指标。
• Nevertheless , in these approaches the contact intethee are charactered sboly ed stiffeess k . and k . " which is not perfect and rigorous in thc vitw of solid mechanics and rather rough for the description of the behavior of the idtfores . in collbet , taken as a contact problem , the principal chatrs of the idtcthees can be reflected : ( l ) the cbntact inifore is of shear strength which implies tha a generic pair of contact points on the inidse will displace coincidentally if the tangential fbrce at this point has not reahed the 1imit resistance , else , relative s1ide betwee the points will occur along the tangental direction . ( 2 ) no matter the relative slide occurs or not , the contact bodies cannot invade each other in any wise
  本论文在对这两种方法进行认真的分析后，说明它们对不连续面的描述并不合理，也无法反映出不连续面的主要力学特性，同时指出，将带有不连续面的岩土工程问题作为接触问题计算更为合理，它可将不连续面受力变形的主要特点反映出来，即： ( 1 )接触面具有相应的“抗剪强度” ，即当接触面上某一点处的切向应力小于该点处的抵抗强度时，点对共同变形；达到强度时，则沿切向发生相对滑动； ( 2 )在整个变形过程中，发生接触的变形体不能相互侵入。