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      limit equilibrium
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  极限平衡
     SLOPE~3D——A THREE-DIMENSIONAL LIMIT EQUILIBRIUM ANALYSIS SOFTWARE FOR SLOPE STABILITY AND ITS APPLICATION
     三维边坡稳定性极限平衡分析系统软件SLOPE~(3D)的设计及应用
短句来源
     Rigid Limit Equilibrium Model Based on Optimization Theory
     基于优化理论的刚体极限平衡模型
短句来源
     Then, with the limit equilibrium method and three-dimensional finite element method, the stability of slopes in natural condition and that after excavation is calculated and simulated.
     然后,利用极限平衡法和三维有限元法分别对工程中处于开挖区的堆积层边坡在开挖前和开挖后的稳定性进行了计算和模拟。
短句来源
     GIS-based three-dimensional slope stability limit equilibrium method and application
     基于GIS边坡稳定三维极限平衡方法的开发及应用
短句来源
     Compared with the displacement criterion of characteristic points,the entirely run-through criterion of plastic zone is more rational for its theoretical coherence to the theory of limit equilibrium and its easy use in application.
     对特征点位移准则和塑性区贯通准则进行比较分析,认为结构面塑性区贯通收敛准则在理论上与极限平衡理论较为吻合,实际应用上也易于操作,作为收敛准则较为合理。
短句来源
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  极限平衡法
     Then, with the limit equilibrium method and three-dimensional finite element method, the stability of slopes in natural condition and that after excavation is calculated and simulated.
     然后,利用极限平衡法和三维有限元法分别对工程中处于开挖区的堆积层边坡在开挖前和开挖后的稳定性进行了计算和模拟。
短句来源
     Elasto-Plastic Limit Equilibrium Method for Stability Analysis of Complex Rock Slope
     弹塑性极限平衡法分析复杂岩质边坡的稳定性
短句来源
     Comparison of Limit Equilibrium Method and Finite Element Method on Rock Slope Stability Analysis
     岩质边坡稳定性分析中极限平衡法与有限元法的对比
短句来源
     In this paper rigid block partitioned limit equilibrium method is used to analyse the multiple rigid block model formed by faults f_5 and f_2 in Jinping Dam left abutment.
     利用分块极限平衡法分析锦屏左岸由断层f5及f2形成的多刚体模型,并与单刚体模型做了对比。
短句来源
     Load calculation in 3D rigid body limit equilibrium method and engineering application
     三维刚体极限平衡法中荷载的计算方法及工程应用
短句来源
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  “limit equilibrium”译为未确定词的双语例句
     When the dam will be up to 80m height (+600m), the stable coefficient in the flood condition will be equal to 1.147 which is just smaller than the code’s (1.15), the dam will in the limit equilibrium state.
     尾矿坝继续堆高,达到+600m,即坝高为80m时,在洪水情况下,其稳定系数为1.147,略小于规范值1.15,处于极限稳定状态,在特殊情况下(即在洪水和地震共同作用下),其稳定系数为0.982,小于规范值1.05,尾矿坝处于不稳定状态,不能满足规范要求,需要进行加固处理。
短句来源
     Generalized Limit Equilibrium Theory for Complex Media
     复杂介质广义权限平衡理论
短句来源
     Based on the limit equilibrium of the soils′ thin-layer elements in the back of retaining wall,calculation formula of the active earth pressure for the clayey soils is suggested.
     假定挡土墙后土体潜在滑裂面由对数螺线滑动面和平面组合而成,根据挡土墙后土体薄层单元的平衡条件推导出粘性土层主动土压力的计算公式。
短句来源
     Based on a summary of the achievements of slope stability analysis, it introduced the application of limit equilibrium method and finite element method for slope stability analysis, esp.
     在归纳边坡稳定分析成果的基础上,介绍了平衡法和有限元法在边坡稳定分析中的应用。
短句来源
     with the dialing dam pilled on, up to + 1350m, its stable coefficient is 1.145 which is slightly smaller than code's value 1.15, and the dam will in the limit equilibrium state;
     尾矿坝继续堆高,达到+1350m时,在洪水情况下其稳定系数为1.145,略小于规范值1.15,处于极限稳定状态; 在特殊情况下(即在洪水和地震共同作用下),其稳定系数为1.019,小于规范值1.05,尾矿坝处于不稳定状态,不能满足规范要求,需要进行加固处理。
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  limit equilibrium
Limit equilibrium of an infinite body containing close gas-filled disk-shaped cracks
例句来源      
Formation of zones of limit equilibrium in the foundation bed of a test plate
例句来源      
Solution of the axisymmetric problem of the theory of limit equilibrium under certain special conditions on the surface of an id
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Generalization of the condition of limit equilibrium of a cohesionless mass
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Limit equilibrium of bodies of transversely isotropic materials with a circular internal plane crack in the plane of isotropy un
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         This article presents a brief description of the protective sealing wall method employed by a certain mine while driving through a fractured zone about 10 meters long.In the execution of this working method, correct estimation of the frontal ground pressure on the wall is of great significance. In this article, on the basis of the limit equilibrium theory of loosened medium [1], the problem has been greatly simplified, and on the assump-tion that pressure of broken rocks at boundary CDE of the #...
            本文扼要介绍了某矿井穿过长约10米的破碎带时,采用闭胸墙的施工方法. 在这种施工方法中,对闭胸墙正面地压的正确核定,有着重要意义;本文根据松散介质的极限平衡理论,将问题简化为平面课题,并假定在极限平衡区域边界CDE的碎岩压力为一不变的正值,然后用特性线法进行求解列出了极限平衡区域各个边界的重量计算公式,并进行了实例计算.
文摘来源
         The conventional limit equilibrium method for the calculation of the stability of a dam is the "Wedge Analysis" method, which is an analysis based on the assumption of a rigid base rock. In a series of gypsum models tests it has been observed that near the toe of the dam a plastic zone appeares, while the dam slides along a thin, soft layer inclined downstream. This paper presents a formula based on plasticity theory to estimate the safety factor of an isotropic base rock or a layered base rock ...
            关于坝体抗滑稳定性计算,现在通用的极限平衡法指的是双斜滑动法.它把滑动体和阻滑体看作刚体来分析.对于坝体沿倾向下游的夹泥层产生深层滑动的情形,石膏模型试验表明失稳前坝趾处出现塑性区.本文用塑性力学原理分析失稳前的塑性区,得出了夹泥层上均质岩基及层状岩基安全系数与极限抗力的计算公式.文末给出大坝典型剖面抗滑稳定安全系数计算实例及与刚体分析法的比较.
文摘来源
         The stability analysis of a dam on layered rock foundation is one of the important problems encountered in dam construction. But now, the methods available for analysis are far from being complete. Among the various methods, the limit equilibrium method for the calculation of the stability of a dam is applied more widely. The finite element method is also used increasingly. Moreover, the model test made of brittle material gives us some supplementary information. This paper describes and discuss...
            展状岩体坝基抗滑稳定分析是坝工建设中重要问题之一。但是分析方法还不完善,目前正进行多方探索,其中用极限平衡理论进行分析比较普遍,近年来有限单元法也在逐步开展,有的工程还补充进行脆性材料模型试验。本文以某工程为例,介绍了上述方法的应用,并对稳定分析中的一些问题提出初步看法.
文摘来源
 
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