稳定性系数的英文

• coefficient of stability
• stability coefficient

• "系数"英文翻译    coefficient; ratio; modulus; ...
• "结构稳定性系数" 英文翻译 :    coefficient of structure stability
• "平板稳定性系数" 英文翻译 :    plate buckling coefficient
• "安定性系数" 英文翻译 :    stability coefficient
• "确定性系数" 英文翻译 :    deterministic coefficient
• "不确定性系数" 英文翻译 :    coefficient of uncertainty
• "横侧安定性系数" 英文翻译 :    lateral-stability coefficient
• "纵向安定性系数" 英文翻译 :    longitudinal-stability coefficient
• "线性系统的绝对稳定性" 英文翻译 :    absolute stability of a linear system
• "线性系统的条件稳定性" 英文翻译 :    conditional stability of a linear system; conditionally stable system
• "线性系统稳定性分析" 英文翻译 :    liner system stability analysis
• "稳定性安全系数" 英文翻译 :    safety factor of stability
• "确定性系统" 英文翻译 :    deterministic system
• "稳定性" 英文翻译 :    antiwhip; consistency; constancy; durability; fastness; firmness; fixity; permanence; persistence; persistency; resistance to overturning; rigidity; stability quality; stabilization; stabilty; stableness; steadiness; stiffness
• "稳定性,安定性" 英文翻译 :    stability
• "变异性系数" 英文翻译 :    coefficient of variability
• "操纵性系数" 英文翻译 :    maneuverability coefficient
• "常性系数" 英文翻译 :    stability coefficient
• "触变性系数" 英文翻译 :    coefficient of thixotropy
• "磁粘性系数" 英文翻译 :    magnetic viscosity
• "弹性系数" 英文翻译 :    coefficient of elastic recovery; coefficient of elasticity; coefficient of expansion; coefficient of resilience; coefficientofelasticity; ec elasticity coefficient; elastic coefficient; elastic module; elastic modulus; elasticity factor; elasticity modulus; elasticty coeffucuent; module of elasticity; modulus of elasticity
• "动弹性系数" 英文翻译 :    dynamic modulus of elasticity; dynamicmodulusofelasticity
• "动粘性系数" 英文翻译 :    coefficient of kinematic viscosity
• "多变性系数" 英文翻译 :    polytropen koeffizientpolytropic coefficient
• "反应性系数" 英文翻译 :    reactivity coefficient

• Calculation of dynamic directional stability calculation of dynamic directional stability for landslide in digital landform image
  数字地形图上滑坡动态方向稳定性系数的计算与滑坡滑动方向的确定
• Along with the deep study on slope stability , taking the place of stability coefficient , degree of reliability has become an index of evaluating slope security
  随着边坡稳定性研究的深入,可靠度已取代稳定性系数成为边坡安全性评价的指标。
• The safety factor of the sliding mass is more than 1 . 20 and meet the needs of code for water conservancy and hydropower engineering
  三维有限元计算成果表明， 79om整体开挖方案即使在最不利的地震条件下，滑坡体的稳定性系数大于1 . 20 ，满足水利水电有关规范要求的要大于1 . 20的要求。
• In the paper , on the basic of a mature analysis theory of slope reliability , study on the combination of security coefficient implicit function and transient surface method is carried through
  本文以现已成熟的边坡稳定性分析理论为基础,对稳定性系数隐式方程和响应面法结合进行了研究。
• And the main contents of this dissertation are : ( 1 ) the engineering geological features of discontinuities in surrounding rock mass were analyzed on the basis of field geological survey and the preferred orientation of the main discontinuities were derived . then the displaceable blocks distributing on the roof and sidewalls of main chamber were searched out taking the intersecting relationship of discontinuities into consideration . then the failure mode and the coefficient of stability of the displaceable blocks were studied respectively
  主要内容包括：在野外地质调查基础上，通过统计分析得到地下厂区结构面的优势方位；对结构面工程地质特性进行了分析；根据结构面的空间组合关系，搜索出可能在主厂房洞室的顶拱和边墙部位出露的块体，并分析了各块体的可能滑移方式及其稳定性系数。
• Firstly , through the research of slope stability analysis method on slice mode and response surface method , finite element method in classical response surface method is replaced by iterative calculation process of implicate stability coefficient expression on slice mode , while aiming at that there is no explicit expression in slope reliability calculation and the specialty of stability coefficient calculation method and classical response surface method . then confirm the limit state equation of slope reliability analysis on slice mode
  首先,本文通过对边坡稳定性分析方法条分理论和响应面法的研究,针对边坡可靠性计算往往没有明确的解析表达式,以及稳定性系数计算方法和传统响应面法的特点,将响应面中的有限元数值模拟以条分模式中稳定性系数隐式方程的迭代计算方法代替,确定条分模式下的边坡可靠性计算的极限状态方程。
• In this dissertation , area geology background , engineering geology condition and mechanism of deformation - destruction of the landslide are adequately analyzed , and finite element method is applied to analyzing the landslide stability in the study area , then changes of stress field , displacement field , plasticity destruction zone and stability coefficient contour are discussed
  论文充分分析了巫山县四道沟滑坡的区域地质背景、工程地质状况，系统分析了滑坡的变形破坏机理，采用有限元法进行了滑坡稳定性分析，讨论了在各种工程情况下的应力场、位移场、塑性破坏区以及稳定性系数等值线图的变化情况。