采用正交分析表设计单指标多因素试验，通过荷兰法和瑞典法计算加筋边坡的稳定安全系数。
Based on the factors of reinforced slope computed with Holland method and Sweden method, the tests of single index and multiple factors were designed according to orthogonality table in the paper.
通过对北张沟加筋高填方路堤进行稳定性评价，表明该方法能更全面考虑填方加筋路堤边坡稳定性的影响因素，评价结果合理。
The result is reasonable, and it also shows that the effecting factors of the stability of high-reinforced embankment can be described more prehensively by the method.
介绍了纤维加筋粘性土和素土边坡的离心模型试验成果。试验过程中详细观察并记录了边坡的变形和破坏情况。
Centrifugal model tests on cohesive soil slopes were conducted during which the deformation and failure pattern of the slopes were carefully observed.
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