节理面的英文

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"节理面"怎么读用"节理面"造句

英文翻译手机版

divisional plane
joint face
joint plane
joint surface
joint wall
jointplane
jointsurface
jointwall

"节理"英文翻译 jointing; fissure; cleftines ...
"面"英文翻译 face
"节理面洞穴" 英文翻译 : joint-plane cave
"节理面瀑布" 英文翻译 : joint-plane fall; joint-plane waterfall
"平行解理走向节理面" 英文翻译 : backjoint
"与节理面垂直的煤壁" 英文翻译 : butt
"节理" 英文翻译 : jointing; fissure; cleftiness; back; [地质学] joint
"层理面层理面" 英文翻译 : bedding plane stratification
"层理面" 英文翻译 : bed plane; bedding plane stratification; bedding surface; laminae; plane of stratification; stratification joint; stratification plane
"处理面" 英文翻译 : treated side
"管理面" 英文翻译 : chain of command (=span of control)
"解理面" 英文翻译 : cleavage face; cleavage piston; cleavage plane; cleavage surface; cleavatge surface; face of cleavage; plane of cleavage
"劈理面" 英文翻译 : cleat face; cleavage face; cleavage plane(trace); cleavage surface; cleavageface; cleavageplane; plane of cleavage
"片理面" 英文翻译 : schistosity plane
"叶理面" 英文翻译 : foliation plane; foliation surface
"轴节理；纵节理" 英文翻译 : axial joint
"复理面建造" 英文翻译 : flysch formation
"劈理面(缝)" 英文翻译 : cleavage plane(trace)
"劈理面极点" 英文翻译 : cleavage pole
"劈理面理" 英文翻译 : cleavage foliation
"屈折劈理面" 英文翻译 : refracted cleavage surface
"镓解理面" 英文翻译 : gallium face
"l节理" 英文翻译 : l joint
"q节理" 英文翻译 : q joint
"背节理" 英文翻译 : back joint; back-joint

例句与用法

The copper is disseminated in small joint surfaces and cracks in the porphyries .
铜浸染在斑岩的细小节理面和裂隙中。
Joint surfaces of the columns do not show slickensides or any evidence of movement .
柱状节理面上未见断层擦痕或任何移动的证据。
The following definitions apply to any planar surface, e.g. bedding, fault, joint or cleavage planes, veins or mineral deposits .
以下诸定义适用于任何平面，如层面，断层面，节理面或劈理面，岩脉或矿床。
A study on the shear rheology of rock joint plane
岩石节理面剪切流变的试验研究
Study on the surface roughness of rock joint
岩石节理面粗糙程度研究
This paper solved the optimum installed angle anchor bar in anchored joint by considering the shear dilatatility of joint and utlizing the mises yield criterion
本文根据基本理论分析，考虑节理的剪胀效应并利用mises屈服准则求解得出了加锚节理面抗剪的最优安装角。
Firstly , according to the natural geology study of the quarry , the control structure planes are determined , which are cut to be building blocks by two sets of main joints . failure can occur due to the intensity weaken of the joint planes caused by excavation relief and rain immersion
首先研究了采场的自然地质条件，确定了影响边坡稳定的控制性结构面，即块体主要由两组节理切割而成楔形体，由于开挖卸荷及雨水浸泡，致使节理面强度减弱而发生破坏。
Varieties of dynamic intensity factors in the crack - tip field , extensions of cracks going through the joint planes for different distances between hole and joint were analyzed especially under the condition that the initial cracks and joint planes had different separation angles
实验结果分析表明，爆生裂纹穿过节理面时，裂纹尖端的动态强度因子和裂纹扩展速度显著下降，穿过节理面后，强度因子又增强；裂纹穿过节理面时，裂纹会沿节理面偏离一段距离后沿原方向继续扩展。
This paper summarized the characteristic and localizations of the special contact elements that can simulate the joints in rockmass . except for those , three kinds of numerical methods for dynamic contact analysis were introduced . then , the augment lagrangian method that combined lagrangian multiplier and penalty function was applied to the dynamic contact analysis with friction
本文阐述了模拟岩体裂隙节理的特殊接触面单元，分析其特点和局限性；介绍了三种处理动力接触问题的数值算法，利用lagrange乘子法和罚函数法联合的增广lagrange乘子法建立起裂隙节理的动力摩擦接触条件和本构方程以及有限元基本方程，并运用此数值方法分析一具有贯通节理面的动力摩擦接触问题，得出一些基本规律。
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。