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1)  single-layered saturated soil
单层饱和地基
1.
Torsional vibrations of a rigid disk on single-layered saturated soil;
单层饱和地基上刚性圆板的扭转振动
2.
Based on the Biot\'s theory of poroelastodynamics,the vertical vibrations of a massive,rigid cylindrical foundation embedded in single-layered saturated soil were studied.
基于Biot提出的饱和土波动方程,研究了埋置于单层饱和地基中的有质量的刚性圆柱基础的竖向振动问题。
2)  layered saturated ground
层状饱和地基
1.
Torsional vibrations and parametric analysis of rigid disc resting on layered saturated ground;
层状饱和地基上刚性圆板的扭转振动及参数分析
3)  saturated multi-layered soil
饱和层状地基
1.
Analysis of pumping in saturated multi-layered soil by using displacement function method
位移函数法求解饱和层状地基中的抽水问题
4)  saturated layered soil
上覆单相弹性层的饱和地基
5)  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
6)  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。
补充资料:单分子层饱和吸附量
分子式:
CAS号:

性质:固体表面完全为单分子层覆盖所需吸附质的量,有时也称单分子层饱和吸附量。

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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