experimental formula meaning in Chinese
经验公式
实验公式
Examples
- Moreover , the experimental formula of the hearing capacity of the new type of pile is discussed and presented , it will be a theoretic reference to use this new type of pile in engineering
此外，对挤扩支盘桩的承载力公式进行讨论并提出建议，对该新型桩在工程上的应用提供了理论依据和参考。 - In the paper , first we analyze characteristic of settlement and account method about soft clay ground at bridge approach . value of settlement factor when total settlement is calculated by experimental formula method is discussed
针对温州地区软土层的物理力学特性，对采用经验系数法计算总沉降时的沉降系数的取值进行了讨论。 - When a strong tide is disturbed by submarine bedforms , its effect on surface drift , breaking criteria , as well as energy dissipation rate of short wind waves are discussed and for a particular case , these effects are estimated using available experimental formulae for drift speed
本文将phiilips & b ~ r ( 1974 )的理论应用于受地形扰动的强潮流场，探讨该潮流场对表面漂流的调制和对风浪破碎临界条件的改变，并进而讨论潮流场对破碎损耗源项的影响，初步给出一个考虑了上述影响的、适用于短重力波的破碎损耗源项形式。 - In the test of transmission coefficient property , semi - circle type , rectangle type , trapezoid type and concave type dyke are studied . research study is on the effect of relative water depth over the dyke to the transmission coefficient of the four different types dyke , and the comparison is done . finally , the experimental formula is given to the transmission coefficient , which are compared with the present formulae
在潜堤透射特性的研究中，选取半圆型、矩型、梯型和槽型潜堤作为研究对象，在分析各个影响因素对潜堤透射影响的基础上，选取最主要的影响因素，即相对堤顶水深作为研究的重点，分析研究了堤顶相对水深对四种结构型式潜堤透射系数的影响，比较分析了四种结构型式潜堤透射特性，在此基础上，总结了计算潜堤透射系数的经验公式，并与已存在的计算公式进行了对比，最后对潜堤的促淤效果进行了评估。 - Liquefaction potential induced by seismic and wave are calculated separately . for the first time , liquefaction areas in 7 , 8 , 9 degree of seismic intensity are partition , dynamic bearing capacity and sinking value due to earthquake are calculated by experimental formula . the purpose of this thesis is to provide references for selecting site and foundation design of marine engineering in this area
研究结果显示，研究区在7度地震时仅少数区域可能液化， 8度地震时大部分区域可能液化， 9度地震时全区均有可能液化；地震作用下承载力下降明显， 7度地震时承载力下降约25 ， 8度地震时下降一半左右， 9度地震时则地基强度完全丧失；液化导致的震陷量与土层的液化程度有关， 7度地震时震陷量基本可以忽略， 8度地震时震陷量很小， 9度地震时震陷量则较大。
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