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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Xehetasun bibliografikoak

Egile Nagusiak:	Luqiang Ding, Chengzhi Xiao, Feilong Cui
Formatua:	Artigo
Hizkuntza:	Inglês
Argitaratua:	Elsevier 2024-02-01
Saila:	Journal of Rock Mechanics and Geotechnical Engineering
Gaiak:	Geosynthetics Creep behavior Geosynthetics-reinforced soil (GRS) walls Lateral deformation Analytical model
Sarrera elektronikoa:	http://www.sciencedirect.com/science/article/pii/S1674775523001865
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