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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).

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Citations
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DissertationDOI

Geotechnical Aspects of the Bangkok MRT Blue Line Project

TL;DR: In this article, the geotechnical aspects of the completed Bangkok MRT Blue Line project and its extension which is currently under design were investigated using the Mohr Coulomb model.
Journal ArticleDOI

Evaluating nonlinear effective stress site response analyses using records from the Canterbury earthquake sequence

TL;DR: In this paper, a one-dimensional nonlinear effective stress site response analysis program is used to model the response of potentially liquefiable soils during strong shaking, using ground motion records from six events of the 2010-2011 Canterbury earthquake sequence and the extensive site investigation data that have been obtained for the Christchurch area.
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Physical Hypotheses for Adjusting Coarse Profiles and Improving 1D Site‐Response Estimation Assessed at 10 KiK‐net Sites

TL;DR: In this paper, a depth-dependent shear-wave velocity (VS) gradient within layers was applied to the 1D linear, equivalent-linear, and nonlinear site-response models.
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Probabilistic seismic analysis of offshore platforms incorporating uncertainty in soil–pile–structure interactions

TL;DR: In this article, a methodology is presented to incorporate uncertainties associated with seismic loads, characterization of structural model parameters, and description of soil properties in the probabilistic assessment of seismic-related damage of existing jacket type offshore platforms located in seismic active areas.
Journal ArticleDOI

Dynamic characteristics of expanded polystyrene composite soil under traffic loadings considering initial consolidation state

TL;DR: In this article, the skeleton curve, dynamic shear modulus and damping ratio for expanded polystyrene (EPS) composite soil are analyzed, and the authors provided the empirical models to describe the skeleton curves, modulus attenuation and growth characteristics for EPS composite soil.
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

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.
Journal ArticleDOI

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.