1) unsaturated soil slopes
非饱和土斜坡
1.
The investigation on the relationship between the stability of unsaturated soil slopes and rainfall mainly focuses on the effect of rainfall intensity, duration and rainfall amounts.
在降雨对非饱和土斜坡稳定性影响的研究中,对降雨强度、降雨持续时间和降雨量的研究比较成熟,而研究雨型对斜坡稳定性的影响比较少。
2) vadose zones of slopes
斜坡非饱和带
1.
Propagation process of weathering fronts of rock blocks with low permeability in vadose zones of slopes;
斜坡非饱和带低渗透岩石结构体风化前锋扩展过程
3) unsaturated soil banks
非饱和土质岸坡
1.
Influence of reservoir water level fluctuations on stability of unsaturated soil banks;
水位升降对库区非饱和土质岸坡稳定性的影响
4) unsaturated soil slope
非饱和土边坡
1.
Soil suction of unsaturated soil slope in rainfall infiltration and evaporation process;
降雨入渗与蒸发过程中非饱和土边坡土体吸力
2.
Stability analysis of unsaturated soil slope under transient seepage flow state;
非稳定渗流条件下非饱和土边坡稳定分析
3.
The influence of the rainfall infiltration on the matric suction,soil stress and displacement of soil is analyzed systematically for unsaturated soil slope.
系统分析了降雨入渗对土体基质吸力、土体应力、位移的影响,并对非饱和土边坡降雨入渗过程进行了总结分析,首次从能量角度提出了降雨入渗最大深度的概念,认为雨水能够在土体中下渗,主要是因为存在一定的驱动势能差,通过推导,得出了最大入渗深度的计算公式,该公式与土体的孔隙水压力有关。
5) saturation zone of slope
斜坡饱和带
1.
Mechanism of Chemical Water-rock Interaction in saturation zone of slope
斜坡饱和带水-岩化学相互作用机理探讨
6) unsaturated expansive soils slope
非饱和膨胀土边坡
1.
Numerical model for unsaturated expansive soils slope infiltration is set up considered fissures influence.
采用常规试验测定非饱和膨胀土膨胀时程曲线,定量地描述了膨胀土中裂隙在入渗过程中逐渐愈合的特征, 建立了考虑裂隙的非饱和膨胀土边坡入渗的数学模型;用有限元数值模拟方法分析了边坡地形、裂隙位置、裂隙开展深度及裂隙渗透特性等对边坡降雨入渗的影响。
补充资料：非想非非想处天
1.佛教语。即三界中无色界第四天。此天没有欲望与物质﹐仅有微妙的思想。
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