Experimental study of factors affecting the viscosity-based pore pressure generation model and the pseudo plastic behaviour of liquefiable soils

Mele, Lucia; Lirer, Stefania; Flora, Alessandro

doi:10.1016/j.sandf.2024.101466

Soils and Foundations

2024

DOI: 10.1016/j.sandf.2024.101466

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Experimental study of factors affecting the viscosity-based pore pressure generation model and the pseudo plastic behaviour of liquefiable soils

Lucia Mele,

Stefania Lirer,

Alessandro Flora

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Threshold strain for the accumulation of excess pore-water pressure in saturated coral sands under complex cyclic loading patterns

Qin,

Yang,

Long

et al. 2024

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View full text Add to dashboard Cite

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Experimental study of factors affecting the viscosity-based pore pressure generation model and the pseudo plastic behaviour of liquefiable soils

Cited by 1 publication

References 28 publications

Threshold strain for the accumulation of excess pore-water pressure in saturated coral sands under complex cyclic loading patterns

Threshold strain for the accumulation of excess pore-water pressure in saturated coral sands under complex cyclic loading patterns

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