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文章对防护堤工况参数进行了取值计算,并对正常情况下和泥石流冲击情况下防护堤的抗滑抗倾覆稳定性及其地基承载力等的技术可行性进行了求证验算,证明了防护堤参数设计的合理性。
In this paper, the calculation of the parameters of the dike is carried out. The technical feasibility of the anti-sliding stability and the bearing capacity of the dike under the normal conditions and debris flow impact are verified and verified. It is proved that the protection The rationality of embankment parameter design.