1) strength of unsaturated soil
非饱和土强度
1.
Effect of suction force on the strength of unsaturated soil;
吸力在非饱和土强度中的应用
2.
With equilibrium method the dynamic stability of soil-nail bracing of unsaturated soil slope is analyzed, considering the connection between the shear strength of unsaturated soil and water content.
用非饱和土强度理论建立了土钉支护整体稳定性最小安全系数的公式。
2) unsaturated soil intensity
非饱和土强度
1.
Based on transient saturated-unsaturated seepage FEM analysis of earth rock-fill dams under the condition of water fall in reservoirs,unsaturated soil intensity and density are taken account of with water containing,and seepage force action,slope stability changing rule and the effect of penetrative coefficient on it are analyzed by using shear strength reduction FEM in the process of water fall.
在对库水位回落条件下土石坝非稳定饱和-非饱和渗流场进行有限元分析的基础上,考虑非饱和土强度、土体密度都随含水量变化的关系及渗透力作用,利用强度折减有限元技术研究了水位降落过程中边坡稳定性的变化规律及渗透系数对边坡稳定的影响。
3) unsaturated soil shear strength theory
非饱和土抗剪强度理论
1.
The slope transient seepage field under the conditions of rainfall infiltration is simulated based on porous media saturation-unsaturated flow theory;by use of limit equilibrium theory,the influence of rainfall intensity,rainfall holders,prophase rainfall and rainfall pattern on slope stability are studied based on unsaturated soil shear strength theory and the results of seepage analysis.
基于多孔介质饱和-非饱和渗流理论,模拟降雨入渗条件下边坡暂态渗流场;基于非饱和土抗剪强度理论和边坡饱和-非饱和渗流分析结果,利用极限平衡理论研究了降雨强度、降雨持续时间、前期降雨以及不同降雨方式对边坡稳定性的影响。
6) double-variable unsaturated soil strength formula
双变量非饱和土强度公式
1.
According to the double-variable unsaturated soil strength formula, the relationship between the soil shear strength and suction strength with the water content is deducted, and then the mechanism of the reduction of the uplift bearing capacity for the expansive soil under the soaking status is illustrate.
根据双变量非饱和土强度公式,推导出了土体抗剪强度指标及吸力强度与含水量的关系公式,从而阐明了膨胀土在浸水状态下的抗拔承载力的降低机理。
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