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
2) 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。
补充资料：条分
1.谓象枝条那样分布。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条