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本文基于饱和一非饱和渗流理论,采用非饱和土力学原理,分析了不同库水位上升速率、上升型式及饱和渗透系数等对残积土路基渗流场及稳定性的作用机理。
Based on the theory of unsaturated soil and unsaturated seepage, unsaturated soil mechanics is used to analyze the mechanism of seepage field and stability of subgrade soil under different reservoir water level rising rate, rising type and saturated permeability coefficient.