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
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In-Service Response of Shallow On-Shore Wind Turbine Generator Foundation
TL;DR: In this article, two in-service, on-shore wind turbine generator (WTG) foundations were instrumented to monitor pressure and deformation responses of lean clay foundation soils, and the difference of soil deformation between maximum and minimum varied from 0.04mm at the center of the WTG foundation to 0.09mm on the leeward side of the predominant wind direction.
Sociedad Mexicana de Ingeniería Geotécnica
TL;DR: In el 29 de enero se llevo a cabo la ceremonia de la nueva mesa directiva de la Sociedad Mexicana de Ingenieria Geotecnica (SMIG) para el periodo 2015-2016.
Implications of California Vertical Array Data for Modeling of Non-Ergodic Site Response
TL;DR: In this paper, the authors use California vertical array data to investigate the degree to which 1D ground response analysis provides results compatible with observation, and quantify epistemic uncertainty in site response estimates.
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The PoliTO–UniRoma1 database of cyclic and dynamic laboratory tests: assessment of empirical predictive models
Andrea Ciancimino,Renato Maria Cosentini,Sebastiano Foti,Giuseppe Lanzo,Alessandro Pagliaroli,Oronzo Vito Pallara +5 more
TL;DR: In this paper , a comprehensive database of cyclic and dynamic laboratory tests conducted on natural Italian soils is presented, publicly available as supplementary data of the paper, which contains the results of the tests conducted by the geotechnical laboratories of the Politecnico di Torino (Turin, Italy) and the Sapienza Università di Roma (Rome, Italy).
References
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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.