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1)  saturated soils
饱和地基
1.
Vertical vibration analysis of transversely isotropic saturated soils with elastic superstratum;
上覆弹性土层横观各向同性饱和地基竖向振动分析
2.
Dynamic Green s functions of saturated soils subjected to the internal excitation;
饱和地基中埋置点源荷载的动力Green函数
3.
Based on the saturated porous medium’s theory,the inertia force of both the soil and the water is considered;the stable vibration problem of transversely isotropic saturated soils is studied.
基于饱和地基多孔介质理论,考虑了水土的惯性及耦合作用,研究了横观各向同性饱和地基的稳态振动问题。
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2)  saturated soil
饱和地基
1.
Torsional vibrations of a rigid cylindrical foundation partially embedded in transversely isotropic saturated soil;
横观各向同性饱和地基中埋置刚性圆柱基础的扭转振动
2.
Vertical vibration of rigid foundation embedded in saturated soil
埋置于饱和地基中刚性基础的竖向振动
3.
Considering the interaction between the soil and the side of the foundation,the dynamic response of a rigid cylindrical massive foundation embedded in saturated soil under vertical time-harmonic excitations is investigated based on Biot′s dynamic equations.
运用Biot动力方程,考虑基础侧面和地基的相互作用,研究埋置于饱和地基中有质量的刚性圆柱基础在竖向简谐激振力作用下的动力响应问题。
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3)  saturated ground
饱和地基
1.
The rocking vibration of a flexible circular plate with rigid core resting on saturated ground is studied.
基于饱和土弹性波动方程,研究了饱和地基上含刚核弹性圆板在摇摆谐和力矩作用下的振动特性。
2.
A study of the vertical vibration of a flexible plate with rigid core resting on saturated ground is presented in this paper.
基于作者提出的饱和土弹性波动方程，研究了饱和地基上含刚核弹性圆板在竖向集中谐 和力作用下的振动特性。
3.
On the basis of the existing work, the rocking vibrations of foundations resting on saturated grounds are studied analytically in details .
对于刚性圆板,作者首先采用Hankel变换对波动方程进行求解,得到了该控制方程在Hankel变换域内的通解,然后由混合边值条件建立了饱和地基上刚性基础摇摆振动的对偶积分方程,并将其化为第二类Fredholm积分方程,用数值方法计算了不同频率下基础的动力柔度系数,从而考察孔隙水的存在对基础摇摆振动特性的影响。
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4)  saturated soil ground
饱和地基
1.
Dispersion of Rayleigh wave in a saturated soil ground;
饱和地基中瑞利波的弥散特性
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5)  saturated foundation
饱和地基
1.
By using the copper model piles and silicon oil instead of water,the centrifuge modeling dynamic response of soil slope reinforced with one row of piles on saturated foundation during earthquake was conducted.
使用铜质抗滑模型桩,采用黏度为50cs的甲基硅油做为孔隙流体,通过抽真空法制作了饱和地基上的加固边坡模型。
2.
In this paper,the advances on the reserch of virbration arisng from trains running on the flexibility foundation and saturated foundation are reviewed and summarized in detail,suggestions are provided for future developments and studies.
指出随着列车运行速度的不断提高,铁路交通引起的振动问题日益突出,如何隔振减振成了一个热点问题,对列车在弹性地基和饱和地基上运行引起振动问题的研究进展情况进行了较为详细的综述,并对有待进一步研究的问题作了介绍。
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6)  water-saturated granular foundation
饱和砂地基
补充资料：(C14-18-饱和、C16-18-不饱和)脂肪酸钾盐
CAS：68002-80-2
分子式：C14-18 and C16-18-Unsaturated alkylcarboxylic acid potassium salts

中文名称：(C14-18-饱和、C16-18-不饱和)脂肪酸钾盐；牛油脂肪酸钾皂

英文名称：Fatty acids, C14-18 and C16-18-unsatd., potassium salts
C14-18 and C16-18-Unsaturated alkylcarboxylic acid, potassiumsalt
fatty acids, c14-18 and c16-18-unsatd., potassiumsalts
Fatty acids,C14-18 and C16-18-unsatd.,potassium salts
C14-18 and C16-18-Unsaturated alkylcarboxylic acid,potassiumsalt
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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