基床系数的英文

• bedding value

• "基"英文翻译    base; foundation
• "床"英文翻译    I
• "系数"英文翻译    coefficient; ratio; modulus; ...
• "浅基础基床系数" 英文翻译 :    coefficient of subgrade reaction
• "河床系数" 英文翻译 :    bed factor
• "基床反力系数" 英文翻译 :    coefficient of subgrade reaction ks
• "基床" 英文翻译 :    bed bedding; bed；bedding; foundation bed; ground table; subbase
• "基床反力系数（温克儿系数）" 英文翻译 :    coefficient of subgrade reaction(winkler's coefficient)
• "多床系" 英文翻译 :    multiple bed system
• "复床系" 英文翻译 :    double bed system
• "多床系统" 英文翻译 :    multi-bed system
• "复床式；复床系" 英文翻译 :    double bed system
• "混床式；混床系" 英文翻译 :    mixed-bed system
• "混床系统" 英文翻译 :    mixed-bed system
• "混合床系统" 英文翻译 :    mixed bed system
• "流化床系统" 英文翻译 :    fluidized system
• "锚床系定链" 英文翻译 :    shank painter chain
• "波纹基床" 英文翻译 :    ripple bed; rippled bed
• "不透水基床" 英文翻译 :    watertight bed
• "等厚度基床" 英文翻译 :    uniform mat
• "动基床反力" 英文翻译 :    dynamic subgrade reaction
• "护坡基床" 英文翻译 :    bed of the paving; bed of the pitching
• "混凝土基床" 英文翻译 :    concrete bed
• "基床平整的" 英文翻译 :    even-bedded
• "基床中心点" 英文翻译 :    machine center

• Coefficient of subgrade reaction
  浅基础基床系数
• Through the analysis and calculation the conclusion can be made that during the process of the timbering of excavation , the magnitude of soil stress decreases with the increase of the displacement on the base of the still earth pressure , and the earth pressure distribution varies from the triangular distribution of the still earth pressure to other distribution with the displacement of the timbering structure . the thesis introduces the bedding coefficient in the horizontal direction varying with the soil displacement from soil - structure interaction mode , therefore calculation can be made to get more rational calculation result using elastic foundation finite element method which is the same to timbering structure both upwards and under excavation surface
  通过分析计算可以得出，在基坑支护过程中，土压力的大小在静止土压力值的基础上随支护结构向坑内侧位移增大而减小；土压力的分布由静止土压力的三角形分布随支护结构位移变化成其它分布；由土-结构共同作用模式引入随土体位移变化的水平向基床系数，使支护结构在开挖面以上部分同以下部分一样，均可采用弹性地基有限元法进行计算，得出更为合理的计算结果。
• Through the analysis we found that the effect will become more obviously with the increase of thickness or width of superstratum and the decrease of the coefficient of foundation bed ; ( 3 ) anisotropy and nonlinear elastic f . e . m . model has been established and the effect of stress dispersion in compound two - layer foundation was analyzed on the base of the model . from the analysis we can conclude that the coefficient of subsidiary stress dispersion will amplify with the increase of thickness or width or stiffness of back - up coat ; ( 4 ) the formula which can be used in conventional calculation has been deduced for calculating the coefficient of subsidiary stress dispersion and it also has been affirmed to be reasonable through the checking calculation ; the whole theory of compound two - layer foundation has been brought forward in this paper and it ' ll enrich the theory of composite foundation
  针对以上问题本文做了以下一些工作并得到若干结论： ( 1 )提出了“复合双层地基”的概念，并通过工程实例证明此概念的提出有其合理性和必要性； ( 2 )用弹性地基梁理论证实了复合双层地基确有应力扩散效应，且扩散效应随上覆硬层厚度、刚度的增加而增大，随下卧层基床系数的增大而减小； ( 3 )建立了非线弹性、各向异性有限元模型，并以此为基础分析了复合双层地基的应力扩散效应，得到附加应力系数随加固层厚度、宽度、刚度的增加而增大的结论； ( 4 )推导了可用于常规计算的复合双层地基应力扩散系数公式，并代入工程实例进行了验证。
• ( 4 ) according to the settlement calculation method in this paper , the main influence factors , such as displacement ratio , modulus of cushion , modulus of pile , and coefficient of subgrade , are discussed in this paper and the curves that reflect the relationships of the composite modulus and the influence factors have been achieved
  ( 4 )根据本文建立的沉降计算方法，对复合地基模量的主要影响因素：置换率、褥垫层弹模、桩体模量、基床系数等进行探讨，最后得出了它们和复合地基模量之间的关系曲线。
• Hi addition , with regard to the computation of the maximum / minimum moment , shear force , settlement and foundation reaction of pile capping beam , the randomness of both pile capacity and foundation modulus are statistically analyzed in virtue of the method ? monte carlo . accordingly , the random probability analysis of the internal force of pile capping beam can be achieved
  并通过蒙特卡洛( montecarlo )法对基桩承载力、土体基床系数的随机性进行统计分析，获得了承台梁弯矩、剪力、沉降以及基底反力的最大(小)值，从而实现了桩基承台梁内力计算的随机概率分析。