条分法,slice method
1)slice method条分法
1.The lowest solution of slice method for slope stability analysis;边坡稳定性分析条分法最小解研究
2.Stability evaluation of strain-softening slope based on Swedish slice method;基于瑞典条分法的应变软化边坡稳定性评价方法
3.The discussion of slice method in soil-nail braced structure stability analysis;条分法应用于土钉支护稳定性分析的探讨
英文短句/例句

1.Comparison of D slice method and classical slice methods for soil slopes土坡等圆心角斜条分法与经典条分法的比较
2.Couple Analysis of Slice Method and Finite Element Method for Slope Stability;边坡稳定性的条分法与有限元法耦合分析
3.Discussion on the slice method of clay soil slope stability analysis method黏性土土坡稳定分析方法中条分法的讨论
4.Spoke Method of Soil-nail Bracing Structure and Its Optimization;土钉支护结构的辐向条分法及其优化
5.An Jurisprudent Analysis of European Constitution Treaty;宪法乎?条约乎?——对《欧盟宪法条约》的法理学分析
6.Analysis of Compartive Law on Business Methods Patentability商业方法可专利性条件的比较法分析
7.The ultimate load of plate girders was analyzed by spline finite strip and plastic hinge method.用样条有限条塑性铰法分析了板梁的极限荷载。
8.difference or separation(between people or things)in condition,views,etc(人或物之间条件、看法等的)分歧,对立
9.Legal Analysis on Admittance Qualification of Business Establishment Block Market我国创业板市场准入条件的法律分析
10.The Spline Penalty Subdomain Methods for Stress Analysis of Combinative Shells of Revolution用于组合旋转壳分析的样条罚子域法
11.Analysis of Broken Bar Faults of Induction Motor Based on Finite Element Method基于有限元法的电动机断条故障分析
12.A Study of Kernel Discriminant Classify Algorithms Based on CPD Kernels基于条件正定核的判决分类算法研究
13.Numerical Methods to Solve Partial Differential Equations Based on Spline Functions;基于样条函数的偏微分方程数值解法
14.A New Phase Unwrapping Algorithm Based on the Analysis of Fringe Frequency;基于条纹频率分析的位相展开新算法
15.Research on the Division between Public Law and Private Law under the Condition of Market Economy;论我国市场经济条件下的公私法划分
16.An Analysis of Institution and Fate of the Treaty of EU Constitution;《欧盟宪法条约》的制定及其命运分析
17.Legal Analysis of No-Talking Provisions in Merger Agreements;并购合约中限制谈判条款的法律分析
18.Regarding Credit Right--Analysis on Article 824 of German Civil Law;存疑信用权——《德国民法典》第824条分析
相关短句/例句

Method of slices条分法
1.Solving vector sum factor of safety of slope by method of slices求解边坡矢量和安全系数的条分法
2.This paper applies the ordinary method of slices to slope stability analysis, and by presenting abundant data and related figures, studies the relationship mentioned above to provide references for design parameters of similar project.采用普通条分法进行边坡稳定分析 ,通过列举大量计算数据和绘制相应图表 ,研究了上述影响 ,为类似工程设计参数的选取提供一定的参
3.Rigorous limit equilibrium method of slices is used to analyze the slope stability in this paper.采用条分法模型对边坡工程稳定性的可靠性进行分析,通过安全系数法与可靠性分析方法的相互结合,导出可靠性分析的可靠度指标公式,对G208高速公路集宁段进行了分析,并且将理论分析与试验结果进行对比,结果验证了本文提出的可靠性分析方法的有效性和合理性,为边坡设计提供可靠依据。
3)slices method条分法
1.Rationality of inter-slice forces of slices method for slope stability analysis;边坡稳定性分析条分法条间力合理性研究
2.Combination of slices method and FEM for slope stability analysis of foundation pit under the seepage condition;条分法与有限元法相结合分析渗流作用下的基坑边坡稳定性
4)finite slice method条分法
1.Software for two dimensional slope stability analysis,SSA,is edited herein based on finite slice method of ultimate equilibrium analysis.本文以极限平衡分析的条分法为基础,编制了二维边坡稳定分析软件SSA,可用于具有复杂坡面和任意地层形状的自然边坡和带有支护结构的人工开挖边坡稳定性分析。
5)Slice methods条分法
1.This articles has studied the soil slope limit stable analysis under the nonlinear failure criterion using the static balance condition,has finished slope stability analysis with the Sweden circle slice methods and the whole stable analytic method,Bishop slice methods and so on under the nonlinear failure criterion the intensity parameter computation,inferred the safety coefficient formula.研究了在非线性破坏准则下利用静力平衡条件进行土坡极限平衡法稳定分析,对瑞典圆弧条分法和整体稳定分析法及毕肖普条分法等土坡稳定分析方法采用非线性破坏准则下的强度参数计算,推导出了安全系数计算公式。
2.This work was based on the plasticity mechanics limit analysis upper bound theory and traditional slice methods.从塑性极限分析上限定理出发,结合可靠性分析方法(JC法),建立矸石山塑性极限分析可靠度极限状态函数,给出基于塑性极限分析条分法的矸石山滑坡可靠度指标的计算方法,并对矸石山滑坡稳定性进行了分析。
6)inclined slices technique斜分条法
1.According to the phenomena and virtual work rate equation in limit state,a different failure mode of inclined slices technique was established,and the computing formula of safety factor was also derived using the theory .基于塑性极限分析上限定理,依据岩质边坡沿某一滑裂面滑动破坏时,在其内部产生沿陡倾角结构面(断层、节理和层面)的剪切破坏现象,建立了岩质边坡极限分析斜分条法破坏模式。
延伸阅读

条分1.谓象枝条那样分布。