Green-Ampt 公式在层状土入渗模拟计算中的应用 Powered By SDCMS 关键词 Green-Ampt公式； 层状土； 入渗 [gap=918]Key words Green-Ampt equation； layered soils； infiltration
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sand-layered soils 夹砂层土壤
saturated layered soils 饱和层状地基
horizontally layered soils 水平成层地基
visco-elastic layered soils 粘弹性土层
nonlinearity of layered soils 成层地基非线性
single piles in layered soils 成层土单桩
layered elastic soils 成层弹性地基
layered-textural soils 层状质地土壤
According to the numerical examples, the characteristics of non-linear consolidation of multi-layered soils are found.
编制了程序，利用算例研究了成层地基非线性固结的性状。
参考来源 - 循环荷载作用下软粘土地基非线性一维固结分析For the 1-D water infiltration through homogeneous soils and layered soils, the numerical model is established by characteristic finite element method. And the numerical simulation is performed.
3.利用特征有限元法分别建立了以负压h为因变量的一维匀质土壤水分运动方程和一维分层土壤水分运动方程的特征有限元数值模型,并且分别进行了数值模拟。
参考来源 - 特征有限元法及其在土壤水分运动数值模拟中的应用·2,447,543篇论文数据，部分数据来源于NoteExpress
Layered soils has been an extensive distribution in the nature.
层次性土壤在自然界有广泛的分布。
Adopting the solution of subsection and combination (SSC), the analytic expression of rigidity of single pile in layered soils is deduced.
采用分段联解法求解层状地基中单桩的抗压静刚度，获得刚度的解析表达式。
Layered soils and elastic half-space were simulated by thin layer elements with quadratic shape function and paraxial boundary respectively.
采用二次形函数薄层单元和傍轴边界分别模拟弹性半空间上的层状场地和半空间。
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