Analytical model for predicting time-dependent lateral deformation of geosynthetics-reinforced soil walls with modular block facing

To date, few models are available in the literature to consider the creep behavior of geosynthetics when predicting the lateral deformation (δ) of geosynthetics-reinforced soil (GRS) retaining walls. In this study, a general hyperbolic creep model was first introduced to describe the long-term defor...

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Bibliographic Details
Main Authors: Luqiang Ding, Chengzhi Xiao, Feilong Cui
Format: Article
Language:English
Published: Elsevier 2024-02-01
Series:Journal of Rock Mechanics and Geotechnical Engineering
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S1674775523001865