Research on size effect of rock mass mechanics parameters.
岩体力学参数尺寸效应的研究。
Rockburst is catastrophic failure phenomena of rock mass and coal seam.
冲击地压是一种煤岩体的突然破坏现象。
Study on the interaction of the seepage and stress on Fractured rock mass.
裂隙岩体渗流特性与应力耦合特性相互作用研究。
Structure of rock mass contains two basic factors: the structural plane and body.
岩体结构包括两个基本要素:结构面和结构体。
Stability of reinforced structural rock mass can meet design demand by computing.
经计算,加固后的结构体稳定性满足设计要求。
The paleo-weathering crust control distortion and destruction of spillway rock mass.
古风化壳对两岸岸坡岩体的变形破坏起控制作用。
An indoor model test is carried out on rock mass of cracked structure reinforced by the bolt.
针对锚杆加固后的碎裂结构岩体进行了室内模型试验。
The deformation of ruptured rock mass is the mostly causation of ground subsidence over goaf.
废弃采空区破裂岩体变形是导致地表沉陷的主要原因。
These screes are generally small pieces of rock which have become detached from the rock mass.
这些碎石通常都是些小石块,它们从岩体上分离下来。
The existence of structural surface in rock mass often makes notable influence on rock mass quality.
岩体中结构面的存在往往会对岩体质量造成显著影响。
So macroscopical damage mechanism of rock mass should research through its load and deformation law.
所以煤岩的宏观破坏机理应从其荷载以及变形规律来研究。
Firstly, the basic rule of seepage in fissured rock mass and the mechanism of the effect are studied.
首先分析了裂隙岩体渗流运动的基本规律,研究了应力对渗流作用影响的机理。
To the deep rock engineering, stress state of rock mass directly influences the stability of project.
对于深埋岩石工程,岩体的地应力状态直接关系到工程的稳定性。
The application and practice of acoustic emission technology of rock mass was presented in this paper.
本文主要介绍了岩体声发射技术在小铁山矿的应用与实践。
The methods of arch dam abutment rock mass include numerical method analysis and model experiment analysis.
拱坝坝肩岩体的稳定分析方法包括数值分析法和模型试验法。
The mechanical condition of unloading engineering rock mass is essentially different from traditional loading rock mass.
卸荷状态工程岩体的力学条件与传统的加载岩体有本质的区别。
Rock mass is a discontinuous medium. The strength properties of rock mass and its structure plane are of certain peculiarity.
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。
Quantifing deterioration of rock mass with discontinuities becomes a basis for prospecting and designing engineering 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。
It is important to judge reasonably the failure modes and their corresponding strength in the engineering analyses of rock mass.
在岩体工程分析中,合理地判别岩体的破坏模式及其相应的强度有着重要的意义。
In the simulation of the process of underground mining, mechanical properties and structural features of rock mass are considered.
模拟考虑了岩体力学特性及岩体结构特征,并模拟了井采过程。
Of the many controlling factors rock mass structure is the key factor to control the development of the rock mass destructive mode.
在其发育过程中的诸多控制因素中,岩体结构对这种岩体破坏方式的发育起了控制作用。
There is essential difference between the mechanical condition of unloading engineering rock mass and loading engineering rock mass.
卸荷状态工程岩体的力学条件与传统的加载岩体有本质的区别。
Rock mass elastic wave velocity is the synthesized reflection of rock quality, rock mass structure, and rock mass existing environment.
岩体弹性波速度是组成岩体的岩石性质、岩体结构、赋存环境的综合反映。
The interaction of stress wave with tunnel structures in rock mass is a complex problem, which up to now has not been solved completely.
应力波与隧道衬砌的相互作用问题为岩石力学的一个十分复杂的问题,到目前为止还没有得到圆满的解决。
The mining subsidence mechanism of metal mine with fractured blocky rock mass is different from that of coal mine with layered rock mass.
金属矿山多为裂隙发育的块状岩体,因而开采引起的地表沉陷机制不同于层状地层的煤矿。
The deformation modulus of rock mass is an important input parameter in analyzing deformation, which should be determined by field tests.
在分析岩体的变形特性时,岩体变形模量是一个非常重要的参数,一般要通过现场试验来确定。
The shearing induced plastic behaviour of a joint has certain impact on the mechanical response of the joint and on the jointed rock mass.
特别是剪切引起的节理面塑性性能对节理乃至整个岩体的力学反应都会有一定的影响。
The stratified composite rock mass composed of different rocks has a particular feature of deformation and breakage different from each other.
不同岩石构成的层状复合岩体表现出各自特殊的变形与破坏特性。
Through the rock mass test, the linear relationship between critical load of the probe and its corresponding rock compressive strength is regressed.
通过岩块试验回归了探针的临界载荷和所对应的岩石单轴抗压强度之间的关系。
Through the rock mass test, the linear relationship between critical load of the probe and its corresponding rock compressive strength is regressed.
通过岩块试验回归了探针的临界载荷和所对应的岩石单轴抗压强度之间的关系。
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