【摘要】 均质黄土挖方边坡受裂隙的影响,土的强度有些降低,边坡破坏面形状表现为复合曲线。本文按照这种破坏型式,拟定了稳定性分析方法,并编制了相应的计算图表。经实践检验,这种图表较现行的其他方法符合实际。更多还原

【Abstract】 Uniform loess slopes would slide along a compound-curved failure surfacedue to the decrease of shear strength caused by the existing fissures. In this paper, a new method of slope stability analysis was derived andcharts were prepared as an example for this type of land slip. It has beenproved that this method is comparatively reasonable than other conventionalmethods.更多还原