Coupling effects of natural fibre reinforcement and particle size on liquefaction of sands <i>via</i> strain- and energy-based cyclic failure criteria

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Journal
European Journal of Environmental and Civil engineering
Published
2025-07-26
DOI
https://doi.org/10.1080/19648189.2025.2532801
Primary Topic
Geotechnical Engineering and Underground Structures
Type
article
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article

Coupling effects of natural fibre reinforcement and particle size on liquefaction of sands via strain- and energy-based cyclic failure criteria

Mostefa Belkhatir, Mehmet Murat Monkul, Yunus Emre Tütüncü, Youcef Mahmoudi et al.
European Journal of Environmental and Civil engineering
Geotechnical Engineering and Underground Structures
article

Coupling effects of natural fibre reinforcement and particle size on liquefaction of sands via strain- and energy-based cyclic failure criteria

Mostefa Belkhatir, Mehmet Murat Monkul, Yunus Emre Tütüncü, Youcef Mahmoudi, Abdellah Cherif Taiba, Mohammed Megrousse
article en

Abstract

No abstract available for this paper.
European Journal of Environmental and Civil engineeringVol. 30(1)
Yeditepe University (TR), Oregon State University (US), Alexander von Humboldt Foundation (DE), Hassiba Benbouali University of Chlef (DZ), Istanbul Technical University (TR)
Affordable and clean energy
Openalex Percentile: Top 81%
Geotechnical Engineering and Underground Structures
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Coupling effects of natural fibre reinforcement and particle size on liquefaction of sands <i>via</i> strain- and energy-based cyclic failure criteria — Mostefa Belkhatir, Mehmet Murat Monkul, et al. · European Journal of Environmental and Civil engineering (2025) | TGRS Research Map | TGRS