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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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Field Testing Method for Evaluating the Small-Strain Shear Modulus and Shear Modulus Nonlinearity of Solid Waste

TL;DR: In this paper, the relationship between shear modulus and shearing strain was investigated by applying dynamic horizontal loads applied by a mobile field shaker at the waste surface in a staged loading sequence.
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Seismic Microzonation of Indian Megacities: A Case Study of NCR Delhi

TL;DR: In this paper, a detailed methodology for microzonation of National Capital Region of Delhi (NCR of Delhi) has been presented as a case study which emphases on the improvement of these techniques for better use in the future.
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Selection of representative shear modulus reduction and damping curves for rock, gravel and sand sites from the KiK-Net downhole array

TL;DR: In this article, an attempt has been made to identify suitable shear modulus and damping curves for soil grouped into different classes viz. sand, gravel and rock, and a detailed analysis is made to find out which set of curves gives a best match with the recorded data.
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Soil Uncertainty and Its Influence on Simulated G/G max and Damping Behavior

TL;DR: In this article, a simple von Mises elastic-perfectly plastic material model was used for simulation of cyclic behavior of clay, and probabilistic soil parameters, elastic shear modulus (Gmax) and undrained shear strength (su), were obtained from correlations with the standard penetration test (SPT) N-value.
Journal Article

Dynamic properties of gravelly materials

TL;DR: In this article, a large-scale triaxial testing was conducted to study the dynamic characteristics (i.e., shear modulus and damping ratio) of modeled gravelly soils used as construction materials in some rock-fill dams in Iran.
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

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.