soil behavior meaning in Chinese
土壤的性质
Examples
- These virtual simple shear mechanisms play a key role in idealizing the soil behavior under the initially anisotropic consolidation condition . in order to overcome the numerica
这表明在对土工构筑物和土工基础进行二维分析时，运用多机构边界面塑性模型是合理的。 - Sm can be applied to anisotropic materials . sm reconciles empirical and elastoplastic models and our experimental knowledge of soil behavior and is easier and more practical
它试图与各种经验模型、弹塑性模型和土料的试验结果协调起来，从理论上理解更为容易，操作更为方便。 - Several classical methods of interface element , soil behaviors and structure characters are presented in this paper . the author made great effort on the modeling of the interface element and the underground structure element , while considering the soil obey the mohr - columnb yielding principle , modified the existing beam element for solid rectangle pile and applies this element into thin - wall hollow pile , proposes a kind of board element . some examples are presented in the paper to test these new concepts and corresponding formulas
本文在总结已有的结构与土相互作用问题中的接触面单元形式、土的本构关系以及结构的数值模拟方法的基础上，对满足摩尔库仑屈服条件的土体材料用常规的薄层单元模拟进行了更加深入的验证，在已有实心矩形截面桩与土相互作用描述模式的基础上推导了薄壁筒桩用梁模拟时与土相互作用分析模式，和考虑与土相互作用时用板单元模拟地下连续墙的分析方法。 - Due to the difference of material characters and mechanics performance between concrete structures and soils , it is necessary to pay great attention to model the interface element , simulate the soil behavior and the optimization of the finite elements to satisfy the numerical precision and the compatibility relation of the whole project
由于结构与土的材料特性，受力性能等方面的差异，为了满足有限元计算精度和效率的要求，合理的反映结构与土体之间的位移协调，需要在结构与土体之间设置恰当的接触面单元，正确的模拟土的本构关系，并尽可能地简化结构的数值模型。