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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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Non-Linear Ground Motion Amplification Functions for Fine Grained and Highly Organic Soils
TL;DR: In this article, Terronez et al. developed ground motion amplification functions for fine grained and highly organic soils using ground response analysis for two profiles in the Kushiro area of Hokkaido, Japan.
Centrifuge modeling approach on seismic loading analysis of brick: A Geo-technical study
TL;DR: In this paper, a review of axis shaking table tests and numerical recreations to explore the offshore clay deposits subjected to seismic loadings is presented, which reveals that for profound delicate clay is subjected to expansive quakes, noteworthy increasing speed lessening may happen close to the highest point of store because of soil nonlinearity and even neighborhood shear disappointment.
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.
Journal ArticleDOI
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.