Abstract Modeling multivariate cross-correlated random fields have an important role for reliability analysis in geotechnical engineering. However, such its approach is questionable for implementation of copula functions with vine structure to spatially vary soil parameters. The proposed approach was conducted for reliability analysis of a hypothetical soil slope.

中文翻译：

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讨论“使用藤蔓联结对边坡可靠度分析的多元互相关岩土随机场建模”

摘要 多元互相关随机场建模对于岩土工程可靠性分析具有重要意义。然而，这种方法对于实现具有藤蔓结构的 copula 函数以在空间上改变土壤参数是有问题的。所提出的方法用于对假设的土坡进行可靠性分析。