• 其他数值软件一样,三维离散程序(3dec)模拟应力节理中的传播衰减时模型参数对模拟结果很重要影响

    Model parameters have the important effects on three-dimensional distinct element code (3dec) modeling of the stress wave propagation and attenuation in jointed rock masses as well as other codes.

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  • 采用物质描述增量有限方法露天地下联合开采工程进行数值模拟分析。

    With the finite element method of material description, the rock mass in underground and opencast united mining engineering was simulated and analyzed.

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  • 本文提出了一种在复合膨胀中考虑耦合流变性渗流效应设计有压隧洞衬砌有限方法

    A finite element method for the design of the lining of pressure tunnels in complex-swelling rock, considering its coupled-rheological behaviour and the seepage effect is presented in this paper.

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  • 有限分析结果表明根系路堑边坡表层土体的变形明显小于根系质路堑边坡表层土体的变形。

    Result that finite element analyse indicate that rock slop and road cuttings with root system's deformation is smaller obviously than rock slop and road cuttings without root system's.

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  • 本文采用非线性有限计算胶结预应力胶结体和基应力及其分布

    This paper calculates the stress distribution of prestressed rock anchor by the non-linear finite element method.

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  • 节理等效刚度概念为基础,讨论了离散刚性块体模型节理刚度的选取问题。

    Based on the concept of equivalent stiffness of rock masses, the estimation of joint stiffness in distinct element model of stiff blocks is discussed.

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  • 此外介绍三轴应变计进行应力测量结果以及考虑自重边界法的实际应用

    Results of measurements on rock mass stresses by two kinds of triaxial strain cells are reported. Finally the possible applications of BEM with gravity are discussed.

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  • 采用有限综合作用平行裂纹相互影响的情况进行了计算

    The interaction between two parallel cracks in rock mass under the combined action of tension and shearing is analyzed by finite element method.

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  • 作者通过构建离散模型模拟主动构造断裂系统演化过程进一步讨论强弱对于主动底劈盐构造断层系统分布模式影响

    The authors built a discrete element model to simulate the evolution of fault system above active salt domes, and further discussed the influence of rock strength on fault patterns.

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  • 利用反演得到的体力学参数进行有限分析所得位移现场实测结果更加接近

    The displacement calculated by FEM with parameters obtained from back analysis was close to the measured value.

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  • 文章非线性有限建立具有倾斜夹层的地层有限模型

    Finite element models for formations with inclined saline rock interbeds were set up by use of nonlinear finite element method for saline rock creep deformation.

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  • 采用塑性有限强度减法,对九甸水电站厂房边坡进行稳定性计算分析和评价

    Based on the elastic-plastic finite element method and strength reduction method, the stability of the rock slope behind the powerhouse of Jiudianxia hydroelectric station was studied and evaluated.

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  • 本文提出了稳定性评价分析法,并经实测数据进行验证,说明此方法科学可靠的。

    In this paper, the matter element analytical method of rock mass stability assessment is presented. The data obtained from measurement indicate that the assessment method is scientific and reliable.

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  • 采用非线性动态有限结合实际工况条件,建立高压射流机械齿联合数值模型

    According to practical working situation, nonlinear dynamic finite element method is adopted to establish a numerical model of combined breaking rock with high pressure water jet and mechanical bit.

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  • 采用三维离散方法模拟含节理块的单轴受压试验。

    Discrete element method (DEM) based numerical simulation is conducted for the jointed rock under uniaxial press loading.

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  • 分离鉴定5三萜类化合物:葳仙皂C1)、木通皂苷D2)、木通皂苷F3)、 熊果酸4常春藤皂苷5)。

    Five triterpenoids were isolated and their structures were identified to be cauloside C (1), akebiasaponin D (2), akebiasaponin F (3), ursolic acid (4) and hederagenin (5).

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  • 标记神经静脉节最多,部分出现于结状神经节。

    The nodose ganglion contained some afferent neurons with fibers from caudal cervical part and thoracic part of the esophagus.

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  • 本文提出了非线性有限分析三维地应力场方法

    A method for analysing the three dimensions geostress field in the surrounding rock by the three dimensions nonlinear finite element method is also presented.

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  • 基于模型分析提出了边坡稳定性聚类预测方法

    Based on the matter-element model and the classified analysis method, an extension classification prediction method for the stability of rock-mass slopes is proposed.

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  • 首先根据室内测试力学参数估算结果,运用摩尔-库仑破坏准则计算边坡体的破裂;其次,运用弹塑性有限数值模拟方法进行了变形破坏规律

    First, according to the results of tests in laboratory and evaluation of rock mechanical parameters, slope rock mass failure angles are calculated based on Mohr Coulomb criteria; Secon.

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  • 假定强度分布统计概率定义的统计损伤变量,依据统一强度理论建立三应力状态的损伤统计本模型。

    Assuming distribution statistical probability of micro-units strength, statistical damage variable is defined; and the statistical damage constitutive equation is proposed under triaxial.

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  • 本文基于有限动力学分析界面识别的多传感器优化布置管理算法进行了研究。

    This paper has mainly studied the optimal sensor placement and management algorithm of coal-rock interface recognition based on finite element dynamic analysis.

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  • 维随机节理网络运用地下洞室的离散计算模型

    Use two dimension network crack into a tunnel distinct element model.

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  • 标记的嗉囊感觉神经出现于神经节、神经节颈静脉神经节内。

    The labeled sensory neurons were found in the distal, petrosal and jugulargonglia.

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  • 本文采用有限地质力学模型试验相结合方法,研究了高边坡脚基坑开挖破坏机理、整体抗滑稳定性和预应力锚固方式

    In this paper, by using the finite element method and the geomechanics model tests, the writer has studied the mechanism of failure of stratified rock of high slope excavated at the root.

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  • 而离散正是充分考虑到结构连续性适用解决节理力学问题。

    It's known that the discrete element method well considers the discontinuity character of rock mass, and can be used to analyze the joint rock mass.

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  • 边坡稳定性主要结构控制,采用有限强度折减法质边坡破坏机制进行了数值模拟分析。

    The stability of rock slope is mainly determined by its discontinuity and rock bridge. However, the failure mechanism of discontinuity and rock bridge has not been studied comprehensively.

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  • 此法在洞室附近使用块体模型反映节理变形连续性在远处使用连续有限模型,减少计算工作量

    The block element are used to model the rock masses near the cave so that the discontinuous deformation of jointed rock is dealt with easily and the computational effort is reduced accordingly.

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  • 此法在洞室附近使用块体模型反映节理变形连续性在远处使用连续有限模型,减少计算工作量

    The block element are used to model the rock masses near the cave so that the discontinuous deformation of jointed rock is dealt with easily and the computational effort is reduced accordingly.

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