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Development of a new family of normalized modulus reduction and material damping curves
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The article was published on 2001-08-01 and is currently open access. It has received 810 citations till now. The article focuses on the topics: Reduction (complexity).read more
Citations
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A generalized seismic sliding model of slopes with multiple slip surfaces
The Effect of Stiffness Anisotropy of a Glacial Clay on the Behaviour of a Shallow Wind Turbine Foundation
TL;DR: In this paper, the authors present a summary for the lay audience and a co-authorship statement for each co-author. And a table of acknowledgements for the co-authors.
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One-Dimensional Nonlinear Seismic Response Analysis Using Strength-Controlled Constitutive Models: The Case of the Leaning Tower of Pisa’s Subsoil
TL;DR: In this paper, the influence of using new strength-controlled constitutive models in case of 1D nonlinear response analysis is highlighted, which can significantly affect the assessment of a 1D response analysis and the Leaning Tower's subsoil can be useful for this study as it represents a well-documented and well-characterized site.
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Experimental and numerical investigation of the Saint-Adelphe landslide after the 1988 Saguenay earthquake
Mustapha Abdellaziz,Mourad Karray,Mahmoud N. Hussien,Mahmoud N. Hussien,Marie-Christine Delisle,Catherine Ledoux,Pascal Locat,Rémi Mompin,Mohamed Chekired +8 more
TL;DR: In this article, a landslide occurred in the municipality of Saint-Adelphe and the soil profile indicated that the deposit was composed of a stiff clay crustal layer, similar to the Saguenay landslide.
References
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Journal ArticleDOI
Shear modulus and damping in soils: design equations and curves
TL;DR: In this paper, an equation and graph for the determination of shear modulus and damping of soils for use in design problems involving repeated loading or vibration of soils, are presented.
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Effect of Soil Plasticity on Cyclic Response
Mladen Vucetic,Ricardo Dobry +1 more
TL;DR: In this article, a study on the influence of the plasticity index (PI) on the cyclic stress-strain parameters of saturated soils needed for site response evaluations and seismic microzonation is presented.
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Moduli and Damping Factors for Dynamic Analyses of Cohesionless Soils
TL;DR: In this article, a simple relationship is proposed to relate the shear modulus of a cohesionless soil to a modulus stiffness coefficient, which is a soil property and depends on the characteristics of the soil, and the effective mean principal stress at any point in the soil.