cement clay meaning in Chinese
水泥用粘土
Examples
- The peak acceleration and the peak shear stress in superstructures increase with the increment of replacement ratio . parameters of softening model are obtained through seismic settlement tests of composite cemented clay samples and relative curves are plotted considering different replacement ratio
通过复合试样的震陷试验，采用软化模型的概念，得到了该模型有限元计算的有关参数，将这些参数和置换率的关系绘制成曲线并且给出了拟合公式。 - With the self - developed finite element program , the soil - structure interactions and the seismic settlement of structures under earthquakes are studied , which led to several conclusions useful to seismic design in engineering practice . the preparation method of composite cemented clay samples is modified based on former researches
本文在前人的基础上改进了水泥土复合试样的制备方法，并且进行了复合试样的静力三轴试验，考虑不同置换率和围压的影响，得到了在静力有限元分析中所必需的duncan ? chang模型参数。 - The static triaxial test is performed on composite cemented clay samples and parameters of duncan - chang model are obtained considering the effects of replacement ratio and confining pressure . the effects such as replacement ratio , strain amplitude and confining pressure on the dynamic modulus and damping ratio of composite cemented clay samples are analyzed through undrained dynamic triaxial test . fitting equations estimating the dynamic modulus and damping ratio through regression analysis are deducted with the effects of replacement ratio , strain amplitude and confining pressure
通过不排水动三轴试验详细地分析了置换率、应变幅和围压等因素对水泥土复合试样动模量和阻尼比的影响，根据有关数据，得到了较为完整的复合试样的动力变形曲线，通过回归分析方法，得到了考虑置换率，应变幅和围压影响的水泥搅拌桩复合试样动模量和阻尼比的拟合公式。 - In general , some practical and useful fitting equations are deduced after researches on static and dynamic tests of composite cemented clays and corresponding regression analysis , which can be referred at the shortage of test data . the dynamic interaction between composite cement pile foundations and structures as well as the seismic settlement of superstructures are analyzed with the conversed seismic acceleration pr
将地震曲线进行反演施加于基岩表面，通过对水泥搅拌桩复合地基和上部建筑结构动力相互作用以及建筑结构的震后变形的分析研究，得到了一些对抗震设计有意义的结论，为今后累似工程合理地进行地基处理和结构抗震设计提供了良好的参考作用。 - The model shows that : 1 ) structure of the stabilized soil from silt is formed by hydrates , which are generated by hardening agent hydration , wrapping and cementing soil particles and filling pores among the particles ; 2 ) structure of the stabilized soil formed from clayey soil is formed by the hydrates wrapping and cementing clay particle groups , filling pores among the groups , and squeezing and filling pores in the groups
该模型认为：粉土固化土结构是由固化剂水化物充分包裹胶结土颗粒和填充土颗粒间孔隙而构成；黏性土固化土结构是通过固化剂水化物包裹胶结土团粒、填充土团粒间孔隙、挤压填充土团粒内孔隙而构成。