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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Journal ArticleDOI
Nonlinear shear stress reduction factor (rd) for assessment of liquefaction potential in Christchurch Central Business District
TL;DR: In this paper, the authors developed site-specific rd for serviceability limit state and ultimate limit state (ULS) ground motions using site response models of the Christchurch Central Business District (CBD).
Proceedings ArticleDOI
Dynamic centrifuge testing of a temporary braced excavation in dry sand
Kenneth M. Gillis,Shideh Dashti,Youssef M. A. Hashash,Maria Ines Romero Arduz,Martin C. Walker +4 more
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Numerical Analysis Method for Liquefaction-induced Damage Evaluation to Railway Structure
Sun Yong Kwon,Mintaek Yoo +1 more
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.
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.