纤维加筋土和素土边坡的离心模型试验研究
Study of centrifugal model tests on texsol and cohesive soil slopes
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摘要: 对两种不同密度粘性土的素土和纤维加筋土直立边坡进行了离心模型试验研究,并用毕晓普法进行了稳定分析,所观测到的边坡破坏形式、破坏过程以及稳定分析计算结果对推广这种加筋形式,认识相关工程问题是很有意义的。Abstract: Centrifugal model tests, together with stability analysis using Bishop’s method are carried out to study cohesive soil model slopes and texsol model slopes. The failure patterns, failure process and the results of stability analysis may be of some use for spreading this kind of reinforcing and for conducting related projects in situ.