中国土木工程学报 关键词： 渗透各向异性； 三维Biot固结； 层状地基 [gap=1239]Keywords： anisotropic permeability； three-dimensional Biot’s consolidation；layered soils
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sand-layered soil 夹砂层状土壤
double-layered soil 双层地基
two-layered soil 两层地基
hard layered soil 较硬分层土
layered soil plat 多层土地段
layered soil model 分层土壤模型
multi layered soil 多层地基
Thirdly,the transient response of integrate pile embedded partially in layered soil is obtained.
3.得到成层土中半埋入完整桩的瞬态波动解。
参考来源 - 半埋入式缺陷桩的瞬态响应及波形识别The major contents and research results are as follows:1 Considering the state-of-the-art of dynamic response of the viscoelastic multi-layered soil, the response of the symmetric problem of the viscoelastic multi-layered soil due to dynamical load is studied systematically.
主要研究内容及研究成果概括如下： 1 针对粘弹性层状地基的动态响应研究现状，在国内外学者研究成果的基础上，对粘弹性层状地基在动态荷载作用下的轴对称问题的响应进行了系统研究。
参考来源 - 粘弹性层状地基的动态反分析·2,447,543篇论文数据，部分数据来源于NoteExpress
Numerical examples for the stiffness analyses of the pile in layered soil definitely confirm the above conclusions.
层土中桩端刚度分析的数例说明了这一方法的适用性。
Based on modal perturbation method, a new approach is developed for solving the random seismic response of horizontal layered soil.
基于模态摄动方法，提出了层状土层随机地震反应的近似分析方法。
The space substructure method is used to analyse the space frame, and the finite layer summation method is used for the layered soil.
在分析中，上部结构用空间子结构法分析，而分层土用分层总和法求其刚度。
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