Open Access
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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Parametric Study of One-Dimensional Seismic Site Response Analyses Based on Local Soil Condition of Jakarta
TL;DR: In this paper, the effects of several parameters toward the characteristics of surface response spectra based on the local soil conditions of Jakarta using a one-dimensional (1-D) site response model with total stress approach was presented.
Journal ArticleDOI
Experimental Evaluation of Dynamic Characteristics of Firouzkooh Sand Using Cyclic Triaxial and Bender Element Tests
TL;DR: In this paper, the effect of different factors, including specimen fabric, relative density, and consolidation anisotropy on the dynamic properties of Firouzkooh sand was studied.
Journal ArticleDOI
Laboratory Studies of Small Strain Stiffness and Modulus Degradation of Warsaw Mineral Cohesive Soils
Emil Soból,Katarzyna Gabryś,Karina Zabłocka,Raimondas Šadzevičius,Rytis Skominas,Wojciech Sas +5 more
TL;DR: In this paper, the stiffness characteristic of 15 different Warsaw cohesive soli represented by the parameters mentioned above was focused on the stiffness characteristics with high reliability, and combined empirical models for GMAX, and G/GMAX allow the evaluation of Warsaw cohesive soil's shear modulus value in a wide shear deformation range, with a very low value of the relative error of 6.8%.
Dissertation
Modélisation numérique de la propagation des ondes par une méthodeéléments finis Galerkin discontinue : prise en compte des rhéologies nonlinéaires des sols
TL;DR: In this paper, the problem of simulation numerique des mouvements forts du sol dus aux seismes is addressed, and a solution analytique concernant le cas nonlineaire elastoplastique is proposed.
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.