- 更多网络例句与节理相关的网络例句 [注：此内容来源于网络，仅供参考]
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Under the vertical load, the strength of rock mass is higher when there is only one group of joint and the dip angle is less than 20 or higher than 80; When dip angle is between 20 to 80, the strength of rock mass is much lower, it is smallest when dip angle is about 50, and it is lower when this kind of dip angle is in combination with other angle.
7在铅直向荷载作用下，岩体中只存在一组倾角小于20°或者大于80°时，岩体的强度相对较高；当岩体中存在一组节理的倾角在20°～80°间时，岩体的强度值很小，而且在与其他倾角的节理组合时，岩体的的强度值变化不太大，特别是当节理倾角为50°左右的时候，岩体的强度相对最低。
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The interaction between joints and the coalescence of joints are important problem for geotechnical engineering.
节理岩体的力学特性主要受控于节理，节理间的相互作用及其贯通是岩体工程的重要问题。
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The variation regularity of joint size and the shear strength of fractal rock joints with different fractal dimensions were subsequently studied by using the numerical direct shear test method.
为了研究岩石节理抗剪强度参数取值中的尺寸效应问题，采用随机分形方法，重构了岩石节理剖面线，在此基础上，应用数值直剪试验方法，研究了不同分维值岩石分形节理抗剪强度参数随节理尺寸的变化规律。
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The paper derives detailly the viscoplastic strain velocities of joint, intact rock, as well as multilaminate rock mass corresponding to different stress states, and presents a viscous elastoplastic F·E·M·with consideration of the stepwise excavation sequence and different supporting time of lining in underground works with large cross-section.
分别推导了在不同应力状态下节理面、完整岩石和多组节理岩体粘塑性应变速率的计算公式。提出了节理岩体大断面洞室考虑分步开挖和不同支护时间的粘弹塑性有限元数值方法。
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The model can reflect the multi-sets feature of the rock masses in practice, consider the influence of the joint orientation and strength to the rock masses deformation feature, and simulate the simultaneous sliding, tension and close behaviors of the multi-sets jointed rock masses extending the joint surface, and reflect the plastic deformation induced the rotation of the principle stress axes. The result can be extended to fractured rock masses with arbitrary set joints.
该模型能反映实际工程中岩体的成组节理特性，考虑节理产状和强度对岩体变形特性的影响，可用来模拟岩体中多组节理同时存在滑动、张开、闭合的行为，并能反应由于应力主轴旋转所产生的塑性变形的影响。
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Obtained the calculation formulas of stripe—pillar size of two and three dimension in the pillar containing joints by analysing it. Studied the effect of joint trace, angle, density and tension strength on the stability of stipe—pillar. Obtained the upper—limit value of joint angle that has no effect on the stability of stripe—pillar.
通过对含节理煤柱的分析，获得了含节理煤柱的二维、三维条带煤柱尺寸计算式，分析了节理迹长、倾角、密度、抗拉强度对条带煤柱稳定性的影响，获得了节理对条带煤柱稳定性无影响的节理倾角上限值。
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Through its incising the stratum, the joints control the structural feature of the Major Stone Forest in some extent.
最后通过节理统计数据分析得出，景区节理走向主要集中在NW30—60°和NE50—75°，节理通过对地层的分割在某种程度上控制着景区空间结构。
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The stability of them has an vital influence on project implementation,which is also hand in glove with discontinuity surface, for example,joints,fissure,fault and weak interbed etc.These discontinuity intersect vertically and horizontally ,which makes great difference in property between it and integrated rock.On that account,we should do deepgoing research on deformation failure mechanism and stability analysis for rock mass slopes.
节理岩体边坡的稳定性跟边坡中的不连续面的关系密切，如节理、裂隙、断层以及软弱夹层等，这些结构面纵横切割，使得岩体的性质与完整岩石大相径庭，因此，必须对节理岩体边坡的变形破坏机制和稳定性分析作深入的研究。
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This paper presents a nonlinear analysis of the stresses in jointed rocks around a subterranean structure by the initial stress method. In this analysis, rocks with a parallel set of joints of a given predetermined orientation are idealized as a stratified. material with no shear between the strata j and rocks with a random set of joints are idealized as a tensionless material.
本文将具有一组定向节理的岩体理想化为层面不抗剪材料，将具有随机分布节理的岩体理想化为不抗张材料，采用初应力法，对节理岩体内地下工程围岩应力做有限元非线性分析，编制了通用程序，并根据某水封石洞油库的实际参数作了算例。
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The results show that the study on transimittivity can be done using the points along the circle arc centered at the roadway or the boring core, the transimittivity at the joints along the right angle ray can be studied using one single point behind the joint, and the studies on transimittivity can be done on any reasonable radius value of the roadway or boring core in a typical rock.
分析结果表明：单节理后各节点透射率的研究，可以通过单节理后某一以巷道或钻孔中心为中心的圆弧上各节点的透射率来展开；射线角为90°的射线上节理后各节点透射率的研究，可以通过节理后某一节点的透射率来展开；单节理的透射率的研究可以在一个固定半径值的巷道或钻孔的模型上用一种典型的岩石进行。
- 更多网络解释与节理相关的网络解释 [注：此内容来源于网络，仅供参考]
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bate：假节理
batchwise 分批输送 | bate 假节理 | bateque 泉水沉积
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blocky joint：块状节理
blocky granular shape 块状颗粒形状 | blocky joint 块状节理 | blocky pattern 块状图象
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upper colonnade：上柱列节理
upper cold front 高空冷锋 | upper colonnade 上柱列节理 | upper communication antenna 上部通信天线
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columnar joint：柱状节理
在深处熔成岩浆,沿著裂缝向外喷出,熔岩灰在高温经过沉淀持续冷却收缩,因收缩产生拉力,以最佳凝固形态-变成现在的(凝灰岩tuff)六角形柱状节理(columnar joint).(粘土(clay) 乾固时也会出现蜂巢状态.)你可以闭上眼睛,
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columnar joint：柱状节理 柱状節理
■ column area index 柱率 柱率 | ■ columnar joint 柱状节理 柱状節理 | ■ combined seismic coefficient 组合地震系数 合震度
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joint face：节理面;接合面
joint estimate 联合估算 | joint face 节理面;接合面 | joint fissure 节理裂隙
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joint pole scatter diagram：节理极点分散图
joint plane 节理面 | joint pole scatter diagram 节理极点分散图 | joint production 合作生产
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parallelepipedal joint：立方节理
parallelepiped 平行六面体 | parallelepipedal joint 立方节理 | parallelepipedic joint 立方节理
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parallelepipedic joint：立方节理
parallelepipedal joint 立方节理 | parallelepipedic joint 立方节理 | parallelepipedon 平行六面体
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joint filler：接缝填料;节理充填(物)
joint (岩石) 节理;(建筑物料) 接头,接缝 | joint filler 接缝填料;节理充填(物) | joint grouting 接缝灌[注]浆