实测荷载 meaning in Chinese
measured load
Examples
- Adopting the deformation harmony theory , the numeric calculation of the curve of load versus settlement is made . the fitting results between the calculated curve of load - settlement and the measured one of piles with different construction process are illustrated . hence , under the condition of few or no static load test data , the performance of bearing capacity of single bored pile in loess may be predicted utilizing indexes of shear wave velocity , static cone penetration test and modification coefficient of depth , so it is remarkable to reduce the blindness of preliminary design of pile
通过室内试验及原位测试指标进行理论计算与现场实测值的对比，笔者引入了施工工艺修正系数k _ ( c1 )和k _ ( c2 )及深度修正系数，使理论计算值与现场实测值具有良好的一致性，进而通过变形协调理论对荷载?沉降曲线进行数值计算，并用不同施工工艺的实例说明了理论计算荷载?沉降曲线与实测荷载?沉降曲线的拟合效果，从而达到可在不做静载荷试验或少做静载荷试验的情况下通过剪切波速和静力触探试验指标以及施工工艺修正系数等预测黄土地基中钻孔灌注桩承载性状，这对于工程初步设计中减少设计的盲目性具有十分重要的现实意义。 - The specimens of rpc filled in steel tube short columns were studied , and their characters of deflection were analyzed . the tested cures of loading - displacement relationship of rpc filled in steel tube short columns were given and the characters were discussed . a formula for predicting the ultimate bearing capacity of rpc filled in steel tube short columns under axial compression was derived from the limit equilibrium method
分析了钢管活性粉末混凝土短柱的变形特点，模拟了钢管活性粉末混凝土结构的三种加载方式，探讨了该组合结构的工作机理，分析了试件受荷时的变形特点，给出了试件的实测荷载-变形曲线，并分析了套箍指标、加载方式等对钢管活性粉末混凝土轴心受压时的荷载-变形曲线的影响。 - Then , mechanical responses of pavement structures were analyzed with elasticity theory , based on actually applied pattern of heavy loading , analysis method of ultimate bearing capacity of pavement structures was proposed , and the factors affecting ultimate bearing capacity were analyzed also , which provided a theoretical basis for the restriction of alex load
其次,根据实测荷载作用面积和计算轮胎接地压力,计算了重荷载作用下水泥混凝土路面结构的力学响应,提出了分析混凝土路面极限承载力的方法,并分析了极限承载力的影响因素,为限载提供了理论依据。