In the engineering practice, the rock masses are nonlinear.
实际工程中，岩体往往为非线性。
The process of alternating solid rock masses is called metamorphism.
固体岩体变换的过程即所谓变质作用。
But exactly when the rock masses reach the breaking point is a mystery.
但是，岩层承受的最强地应力究竟是多少，却仍然未知。
The incline rock masses is one of the universal under ground rock masses.
倾斜岩体是一种较为普遍的地下岩体。
In this paper a seepage tensor for rock masses with three sets of joint is presented.
本文针对三组节理的岩体，推导了渗透张量的一般形式。
The engineering classification of rock masses is one of the basic problems in rock mechanics.
岩体的工程分类是岩体力学的基本问题之一。
The relationship between the structure hierarchy of rock masses and their mechanical behavior is studied.
研究了岩体的构造层次与其力学行为之间的关系。
The stability of a underground chamber is closely related to the seepage stability of rock masses concerned.
岩体的渗透稳定性关系到地下洞室围岩体的稳定性。
The influencing factors of the stability of surrounding rock masses are mutually associated and constrained.
影响地下洞室围岩稳定性因素是相互关联、相互制约的。
The propagation of P-wave in one-dimensional rock masses is analyzed according to plane to plane contact model.
采用面-面接触模型模拟了纵波在一维岩体中的传播，给出了纵波波形；
The method for assessment of the hydromechanically equivalent continuum model for fractured rock masses is developed.
初步建立了裂隙岩体水力等效连续介质是否存在的二维判别方法。
Potash feldspar quartz crenulate often appears on the top of rock masses which are related to the molybdenum deposits.
与这些大型-超大型钼矿床有关的岩体顶部都发育了钾长石石英条纹岩。
Seepage flow in fissured rock masses is strongly anisotropic, due to main water flowing only through in fissure and bedding.
由于水只能沿着岩体的裂隙及层理等流动，致使裂隙岩体的渗流具有强烈的各向异性的特征。
Joints are crucial factors in rock masses engineering, so using stress waves to invert joint attitude is a valuable practice.
节理对岩体工程有重要的影响，采用应力波反演节理产状有重要的工程意义。
Based on the strain energy consideration, this paper derives a elastic compliance matrix for rock masses with one set of joints.
本文从节理化岩体弹性变形能角度导出了含一组节理的岩体的弹性柔度矩阵。
The principle of a new static loading test method for weak rock masses, a method of borehole elastic modulus gauge, is described.
介绍了在软弱岩体中静荷载测试中钻孔弹模计法的原理和方法，并将该法运用到现场，得到了软弱岩体的压力变形的两种特殊形式。
Finally, the rock masses of the two dam sites are compared and assessed. These two computing methods are compared and summarized.
最后，对两坝址岩体进行了对比、评价，并对两种运算方法进行了比较、总结。
By training and check up of the stylebook, it's satisfying to predict the rock masses classification in front of the tunnel face.
通过对样本库的训练检验，对掌子面前方围岩类别预报取得了满意的效果。
Engineering classification of rock masses may be regarded as an important aspect of assessing rock mass conditions for engineering purposes.
岩体工程分类可以作为工程目的而估计岩体情况的重要方面。
The achievement is valuable to the design of roadways cable bolts supporting parameters and the evaluation of reinforced rock masses' safety.
研究结果对定量评价巷道锚索支护的安全性以及合理设计树脂锚索的支护参数具有重要意义。
Selection of deformation parameters is very important in numerical computation and stability evaluation of the jointed rock masses engineering.
在节理岩体工程的数值计算及稳定性评价中，变形特征参数的选择至关重要。
Therefore, it is thought that the seepage behavior of rock masses surrounding the underground chamber can be reflected really by carrying out HPPT.
因而认为，进行高压渗透试验，可以更为真实地反映深埋地下洞室围岩体的渗流状态。
Rock masses treated with it retain their original permeability and water-absorption completely and have their compressive strength greatly increased.
经它处理过的岩块完全保持了原有渗透性和吸水率，抗压强度大大增加。
Based on the concept of equivalent stiffness of rock masses, the estimation of joint stiffness in distinct element model of stiff blocks is discussed.
以节理岩体等效刚度的概念为基础，讨论了离散元刚性块体模型中节理刚度的选取问题。
It has some reference meaning for the Photoelastic experiment and Calculation of Changeable elastic modulus in the inhomogeneous rock masses engineering.
本文对于非均质岩体工程的变弹模光弹性实验计算有着一定的参考意义。
This paper adopts two methods of finding the degree of subordination, gives synthetic assessments of the two dam sites rock masses quality at Heihe reservoir.
本文采用两种求隶属度的方法，分别对黑河水库两个坝址的岩体质量进行了综合评判。
Some problems are pointed out when traditional foundation coefficient method is applied to the calculation of internal forces of stabilizing piles in rock masses.
指出抗滑桩内力计算的传统方法之地基系数法应用于岩体抗滑桩时，存在的一些问题。
It is difficult to determine the geological structure character and rock masses 'character, which makes the design and construction of the tunnel slope difficult.
由于隧道仰坡地质的结构特征、岩体的性质很难事先准确判定，因而给隧道仰坡的设计和施工方法的确定带来一定的困难。
Rock masses classification and gradation for dam foundation is one of the important engineering geological issues in Lixianjiang hydropower project, Yunnan, China.
云南李仙江石门坎水电站坝基岩体分级研究是该坝址工程地质问题研究的重要内容之一。
Rock masses classification and gradation for dam foundation is one of the important engineering geological issues in Lixianjiang hydropower project, Yunnan, China.
云南李仙江石门坎水电站坝基岩体分级研究是该坝址工程地质问题研究的重要内容之一。
应用推荐