Importance of Nonlinear Anisotropic Modeling of Granular Base for Predicting Maximum Viscoelastic Pavement Responses under Moving Vehicular Loading

出版年份 2012 全文链接

标题

作者

关键词

出版物

Volume 139, Issue 1, Pages 29-38

出版商

American Society of Civil Engineers (ASCE)

发表日期

2012-05-05

DOI

10.1061/(asce)em.1943-7889.0000465

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