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1)  saturated layered transversely isotropic soils
饱和成层横观各向同性地基
1.
This paper presents a systematic research on the interaction between saturated layered transversely isotropic soils and foundation structure such as pile and plate in the cylindrical coordinate system.
本文在柱坐标系下对饱和成层横观各向同性地基与桩及板等基础结构的共同作用问题进行了较为系统地研究。
2)  transversely isotropic saturated soil
横观各向同性饱和地基
1.
Dynamic response of transversely isotropic saturated soil under transient torsional loading;
瞬态扭矩作用下横观各向同性饱和地基的响应
2.
The dynamic differential equations of transversely isotropic saturated soil subjected to harmonic torque were solved by using the Hankel transform.
通过Hankel变换求解了横观各向同性饱和地基在简谐扭矩作用下的动力方程,结合基础与地基接触面为混合边界和基岩面处地基位移为零的边界条件,建立了刚性基础的扭转对偶积分方程,化对偶积分方程为第二类Fredholm积分方程求解了相应的动力响应问题,并给出了基础的动力柔度系数和角位移幅值以及基底接触剪应力的表达式。
3)  layered transversely isotropic saturated media
层状横观各向同性饱和地基
4)  transversely isotropic saturated multi-layered soil
横观各向同性层状饱和地基
1.
This paper presents a systematical research on Biot s consolidation problem of multi-layered soils, and the interactions between transversely isotropic saturated multi-layered soils and foundations structures such as pile and plate in the Cartesian coordinate system.
本文在直角坐标系下对横观各向同性层状饱和地基Biot固结问题进行了较为系统的研究,并基于其解答来对横观各向同性层状饱和地基与方形桩基础、刚性矩形板等基础结构的共同作用问题进行了一些探讨与分析。
5)  transversely isotropic single-layeted soil
横观各向同性层状地基
6)  transversely isotropic saturated soil
横观各向同性饱和土
1.
A pair of dual integral equations,which describe the mixed boundary-value problem for dynamic interaction between a half-space with transversely isotropic saturated soil and elastic thick circular plate,is established based on the general solutions of Biot s motion equations for transversely isotropic saturated poroelastic media.
研究横观各向同性饱和土地基上中厚弹性圆板的非轴对称振动问题。
2.
The work is extended to the case of a circular plate resting on transversely isotropic saturated soil and subjected to a non-axisymmetical harmonic force.
研究横观各向同性饱和土地基上中厚弹性圆板的非轴对称振动问题,即首先利用Fourier展开和Hankel变换技术,求解了简谐激励下横观各向同性饱和土地基的非轴对称Biot波动方程,然后按混合边值问题建立地基与弹性中厚圆板非轴对称动力相互作用的对偶积分方程,并将对偶积分方程化为易于数值计算的第二类Fredholm积分方程。
补充资料:观成
1.看到成果。语出《诗.大雅.文王有声》:"遹观厥成。"
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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