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Evaluation of Critical Dynamic Stress and Accumulative Plastic Strain of an Unbound Granular Material Based on Cyclic Triaxial Tests

Critical dynamic stress (σ(cri)) and accumulative plastic strain (ε(p)) are primary indicators regarding the dynamic stability of unbound granular materials (UGMs). This study aims to seek an effective method to evaluate the dynamic stability of UGMs used in railway subgrades. First, the dynamic cha...

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Detalles Bibliográficos
Autores principales: Zhang, Qishu, Leng, Wuming, Zhai, Bin, Xu, Fang, Dong, Junli, Yang, Qi
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2021
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8510020/
https://www.ncbi.nlm.nih.gov/pubmed/34640109
http://dx.doi.org/10.3390/ma14195722