1) stable coefficient of slices
土条稳定系数
1.
Furthermore,the theory formulas of calculating stable coefficient of slope based on stable coefficient of slices in double-slider and multi-slider system were deduced and induced respectively.
在改进条分法分析土坡稳定性的基础上,根据对水平滑面双滑块摩擦滑动模型研究,提出了滑动系数的概念,继而推导和归纳出双滑块及多滑块体系中以土条稳定系数求解土坡稳定系数的理论公式。
2) coefficient of slice stability
条块稳定系数
1.
The concept of coefficient of slice stability is proposed for the limitation of the definition of factor of safety in traditional slice method.
鉴于传统条分法对边坡安全系数定义和使用的局限性,引入了条块稳定系数的概念。
3) slope stability parameters K
土坡稳定系数K
4) stable coefficient of slope
土坡稳定系数
1.
Furthermore,the theory formulas of calculating stable coefficient of slope based on stable coefficient of slices in double-slider and multi-slider system were deduced and induced respectively.
在改进条分法分析土坡稳定性的基础上,根据对水平滑面双滑块摩擦滑动模型研究,提出了滑动系数的概念,继而推导和归纳出双滑块及多滑块体系中以土条稳定系数求解土坡稳定系数的理论公式。
5) stability factor
稳定系数
1.
Experiment research on stability factor for circular section aluminum-alloy members under axially compressive load;
铝合金圆管轴心受压构件稳定系数的试验研究
2.
5 cm in inner radium and 100 cm high is taken as stability factor, ψ_i, and used to characterize the stability of an experimental FAOWC, which is composed of oilwell cement of grade G+hollow silicate pearls, gas producing agents FCA+FCB(2.
定义置于内径3 5cm、高100cm量筒中的泡沫水泥浆体初凝时高度与初始高度之比为泡沫水泥稳定系数ψ,实验测定了泡沫水泥的稳定性。
3.
The stability factor of three tunnels was computed,and the inf.
研究结果表明:剪胀角对围岩位移的影响存在一个临界值;在围岩发生塑性流动时,塑性区随着剪胀角的增大而逐渐增加;剪胀角对围岩剪切破坏带和围岩稳定性系数都有较大影响;随着剪胀角的变化,隧道临界稳定系数也发生变化。
6) stability coefficient
稳定系数
1.
The Model of Multiobjective and Multidimensional Fuzzy Making Decision with Stability Coefficient;
具有稳定系数的多目标多维模糊决策算法
2.
Research purposes: The accurate formula of the stability coefficient F_s and the circular parameters x_0、y_0、 r of a circular land-sliding surface have been obtained from the sweden circular slice method.
研究目的:采用瑞典圆弧条分法理论分析的方法求解圆弧型滑动面的稳定系数Fs和圆弧参数x0、y0、r的精确表达式。
3.
Analysis the construction of Taiping lake bridge,by using the FEM,calculating the displacement,stress and stability coefficient in different pouring sequences,pick out the best pouring sequence,give an scientific guide for the construction of the bridge.
分析了太平湖大桥的施工特点,利用有限元法计算分析了太平湖大桥钢管混凝土在不同的灌注加载路径下的位移、应力以及稳定系数,确定了合理的加载路径,为大桥的施工提供了科学的指导。
补充资料：稳定极限和静态稳定储备系数
稳定极限和静态稳定储备系数
stability limit and steady state stability margin
wend一ngJ一xlorl heJ一r飞gt。}咖erld一rlgc}〕LJ匕fJ稳定极限和静态稳定储备系数x}S)〕走』limit and steady一state stability margin)力系统德定。(stability 见电
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