Código QR (código de barras bidimensional)

Deformation analysis of geocell-reinforced body under embankment load considering soil arch effect

Firstly, it is assumed that the soil pressure coefficient and degree of friction resistance at the interface of the inner and outer soil pillars are related to the relative displacement of the interface. Then, based on the traditional soil column model, an analysis model for soil arch effect is esta...

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Bibliografiske detaljer
Hovedforfatter: ZHAO Ming-hua , CHEN Da-xing , LIU Meng , OU Qiang
Format: Artigo
Sprog:Inglês
Udgivet: Editorial Office of Chinese Journal of Geotechnical Engineering 2020-04-01
Serier:Yantu gongcheng xuebao
Fag:
Online adgang:https://www.cgejournal.com/en/article/doi/10.11779/CJGE202004001
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