岩体结构面通过几何学和力学两方面影响岩体稳定性。
Through the two aspects of geometry and mechanics, stability of rock mass is influenced by discontinuities.
试验表明，岩体结构面方向与其力学特性有着密切的关系。
The experimental results show that there exists very close relation between the mechanical performance and structural plane direction.
从工程实际出发，讨论了岩体结构面直剪试验方法的选取原则。
On the base of engineering application, the select principle of method of rock discontinuity shear strength is discussed.
岩体结构面连通率的研究一直是岩石力学研究领域的难点之一。
The research of connectivity rate of discontinuity in rock mass is always one of the difficulties in the field of rock mechanics.
主要介绍了岩体结构面网络三维模拟技术及其工程应用方面的研究。
The study on 3-D modeling of rock discontinuity network and its engineering application are introduced.
岩体是一种不连续介质，岩体及岩体结构面强度特性具有一定的特殊性。
Rock mass is a discontinuous medium. The strength properties of rock mass and its structure plane are of certain peculiarity.
岩体结构面在循环加载条件下的力学特性直接关系到上部结构的稳定安全。
Mechanical characteristics of rock joints and interfaces under cyclic loading are important to stability safety of upper structure.
回顾岩体结构面切向循环加载的力学试验和数值模型，并建立新的本构模型。
The tests and numerical models of rock interfaces and joints under cyclic shear loading are reviewed, and a new constitutive model is developed.
在岩体的力学和水力学分析中，岩体结构面产状的分析是极为重要的基础工作。
The analysis of joints occurrence in rock mass is an important basic work for mechanical and hydrodynamical behaviors analysis of rock mass.
在密度统计过程中，把岩体结构面样本在空间上的概率密度分布假设成正态分布。
During the statistical process of density, the probability density distribution of the rock mass structural plane in sample space is assumed as normal distribution.
随着研究的不断深入，估算方法有可能替代直剪试验直接提供岩体结构面抗剪强度。
With the development of the study, it is potential of the estimation-method to directly provide the parameters of the shear strength of rock joints replacing the direct shear test.
岩体结构面对爆破效果有显著影响，当最小抵抗线与结构面平行时，极易造成冲炮和隔墙。
Rock joint has a strong influence on blasting result, when burden and fault are parallel, this easily results in rushing out of the chamber and partition wall.
对随机发育的岩体结构面，赤平极射投影是确定优势结构面及分析边坡潜在破坏模式的基础。
As far as the stochastic rock mass plane is concerned, the method projection on equator plane is based on ascertaining preferred plane and analyzing latent destroy pattern of slope.
基于分形理论和现场岩体结构面调查，对岩体结构面进行了统计分析、网络模拟和分形维数计算。
Based on the fractal geometry theory and the survey of the on-site rock mass, the statistical analysis, the network simulation and the fractal dimension calculation of the structural planes were made.
指出利用经纬线投影网可以分析岩体结构面与边坡的相对位置，从而判断它们对露天矿边坡稳定性的影响。
The relative location of rock mass structural plane and slope is analyzed by graticules. The influence to the slope stability is judged.
在这一系统中，突出了岩体结构面网络模拟分析在评价中对确定RQD值的重要性，解决了RQD值的定量分析。
In which the glaring point is of the importance of the rock discontinuities network simulation analysis to confirm RQD value in evaluation, the quantitative analysis of RQD value being resolved.
岩质边坡的稳定性主要由岩体结构面控制，传统的用于土质边坡稳定分析的滑动面搜索方法很难适用于岩质边坡。
Rock slope stability is mainly controled by the rock's structure plane. The traditional searching methods used in soil slope's stability analysis are difficult to apply to the rock slope.
介绍了建设天然气地下储库的地质基础，阐述了建库的岩体其主要结构面分布及地应力分布特征。
Introduces geological formation for building nature gas storage. Sets forth the rock body for storage building, its major structural face distribution and ground stress distribution behavior.
岩体结构包括两个基本要素：结构面和结构体。
Structure of rock mass contains two basic factors: the structural plane and body.
因此，本文将以新的思路，从能量角度建立一种针对含连续结构面加锚岩体的稳定性动态分析方法。
So, a dynamic analysis method for the stability of anchored rock mass containing the continuous structural plane will be founded on the energy method in this article.
基于生产实践和试验观测，探讨了岩体爆破结构面效应、岩体爆破工程地质力学原理。
According to practice and experimental observation, the structure planes effect and engineering geology mechanics principle of rock-mass blasting were discussed.
该文描述了单裂隙岩体的裂隙面结构性状，提出了等效裂隙开度的计算方法和测量方法。
The properties of fissure structure in a single fractured rock mass are described in the paper. The calculating and measuring methods of equivalent fissure openness are put forward.
岩体是赋存于一定地质环境中，由各种各样的结构面所切割，具有一定工程地质特性的岩石综合体。
Rock mass is synthetic geologic mass, lied in definite geologic surrounding, divided by various structure plane and had definite engineering geologic characteristic.
定量描述结构面引起的岩石质量恶化程度是工程岩体勘测和设计的前提。
Quantifing deterioration of rock mass with discontinuities becomes a basis for prospecting and designing engineering rock mass.
结构面是岩体中的破裂面或物质分异面。
Structure plane is a fracture plane or substance differentiation plane in rock mass.
将岩体中的结构面视为一种初始损伤，岩体变形参数通过岩块参数的损伤折减来确定。
Considering the structural planes as initial damage, damage mechanics is applied to analyze the deformation parameters of rock masses by discounting mechanical parameters of rock.
随后讨论节理迹长、间距、开度、产状和组数等结构面几何特征对岩体渗透特性及表征单元体积的影响。
The factors influencing the permeability characteristic and REV size of rock masses such as trace length, space, aperture, inclination and the number of joint sets are discussed.
在节理岩体的稳定性分析中，考虑了各组结构面产状和摩擦角的随机性。
Moreover some random factors of orientation and friction Angle of structural surface are considered during the stability analysis of joint rock mass.
在节理岩体的稳定性分析中，考虑了各组结构面产状和摩擦角的随机性。
Moreover some random factors of orientation and friction Angle of structural surface are considered during the stability analysis of joint rock mass.
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