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.
结构面是影响公路隧道围岩稳定的重要因素。
Discontinuity is a key factor of stability of highway tunnel wall rock.
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.
岩体伴随地质构造运动产生了特征不同的结构面。
The geological formation movement produced many structural planes with different characteristic.
结果表明，结构面几何特征呈现出很强的自相似性。
The results have shown that the geometrical features of structure plane have a good self-similarity.
试验在一定程度上揭示了锚杆对监空结构面加固机制。
The experiment discovers the mechanism that the bolts reinforce the surface structural planes to some extent.
岩体中主结构面是控制岩体爆破效果的主要因素之一。
The rock mass main structure is one of the main factors that controls the rock mass blasting effect.
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.
介绍了确定地层结构面产状的方法和岩芯定向试验情况。
The way of determining strata occurrence and core orientation testing are introduced.
在试验研究的基础上，提出了结构面蠕变的剪切蠕变方程。
Based on experimental study, the shear creep constitution equations of structural planes are proposed.
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.
随机锚杆则根据地质结构面切割所形成的失稳岩体经计算确定。
The length of random anchor bolts is calculated on basis of a specific failure rack block formed by discontinuities.
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.
结构面控制着岩质边坡的变形和破坏，决定着岩质边坡的稳定性。
It controls the distortion, the breakage, and the stability of rock slope.
基于岩体断裂力学的观点，探讨基于结构面扩展的岩体抗压强度准则。
Based on the viewpoints of rock fracture mechanics, compressive strength of rock mass controlled by discontinuities is discussed.
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.
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.
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.
对应力场演化及结构面改造历程的认识，对煤矿生产具有重要的指导意义。
The view on the evolution of stress field and the procedure of reform of structural plane is a guide to coal production.
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.
计算结果表明：中间主应力对构造结构面之间的空间组合规律具有重要影响。
The numerical results showed that the intermediate principal stress weightily affected the spatial combination regularities of different kinds of structure planes.
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.
沉积岩体结构的力学特征是由沉积岩石的岩性和岩体中各种类型结构面所决定。
The mechanical properties of the sedimentary rock mass structures depend on the lithological characteristics of rock and different types of structure planes.
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.
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.
从而进一步证明了局部破坏理论的正确性和边坡软弱结构面是控制边坡稳定的关键因素。
Therefore, it is further proved that local failure theory is correct and weak structural plane will control the stability of slope.
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.
目前获取定向岩心结构面空间状态参数的方法主要有复位实测法、作图求解法和公式计算法。
The main ways to acquire the spatial state parameters of the texture plane of orientation core are the restoration measure, drawing solution and formula computation for the present.
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.
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