摘要
降雨往往是引起边坡失稳的主要促发因素。根据某算例,采用极限平衡分析方法,讨论了土体的初始体积含水率、降雨的强度、降雨时间对边坡稳定性的影响程度。
Rainfall is usually a main activating factor to bring slope destabilization. The paper according to a calculating example, to use limiting equilibrium analysis discussed soil mass original bulk water content, rainfall intensity, rainfall time impact extent to slope stability.
出处
《中国煤田地质》
2005年第B06期78-79,88,共3页
Coal Geology of China
关键词
边坡稳定性
降雨入渗
非饱和土坡
slope stability
rainfall influent seepage
unsaturated soil slope
