1) 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。
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) isotropic saturated soil
各向同性饱和土
1.
The integral transformation of the dynamic response of isotropic saturated soil under moving load
移动荷载下各向同性饱和土动力响应积分变换
5) transversely isotropic saturated poroelastic media
横观各向同性饱和弹性多孔介质
1.
The Biot s wave equations of transversely isotropic saturated poroelastic media excited by non_axisymmetrical harmonic source were solved by means of Fourier expansion and Hankel transform.
应用Fourier展开和Hankel变换求解了简谐激励下横观各向同性饱和弹性多孔介质的非轴对称Biot波动方程 ,得到了一般解· 用一般解给出了多孔介质总应力分量的表达式· 最后对求解横观各向同性饱和弹性多孔介质非轴对称动力响应边值问题的方法作了系统说明 ,并且给出了数值分析特例
6) layered transversely isotropic saturated media
层状横观各向同性饱和地基
补充资料：横土
1.田理呈横状的土壤，积水不易渗透流失，宜于种稻。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条