摘要
应用泰勒（Ｔｏｙｌｏｒ）理论，对黄土地基边坡稳定实例分析，并对边坡土样做快速直剪试验，一定程度揭示了均质粘性上边坡稳定的内涵。
Through the quick shear test for loess samples in the slope of foundation deep ditch,Taylor theoryis applied to the example analysis of the loess foundation deep ditch in this paper. The characteristics of uniformity clay slope stability is known in some degree. Therefore, it offers good experience and a new way tothe foundation treatment scheme for slumping loess region.
