A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Characterizing Shear Moduli Reduction in Soils Cyclic Behavior
Cyclic shear strain plays a key role in the determination of soil behavior in geotechnical earthquake engineering. The aim of this research is to explain the context of threshold strain that delimits a transition state between small and large deformations. Two methods were used to model the degradation of shear modulus against shear strain: best fit line and best fit curve. A good agreement was observed between experimental results and modeled curves.
Characterizing Shear Moduli Reduction in Soils Cyclic Behavior
Cyclic shear strain plays a key role in the determination of soil behavior in geotechnical earthquake engineering. The aim of this research is to explain the context of threshold strain that delimits a transition state between small and large deformations. Two methods were used to model the degradation of shear modulus against shear strain: best fit line and best fit curve. A good agreement was observed between experimental results and modeled curves.
Characterizing Shear Moduli Reduction in Soils Cyclic Behavior
Rahhal, Muhsin Elie (author) / Lefebvre, Guy (author)
GeoCongress 2006 ; 2006 ; Atlanta, Georgia, United States
GeoCongress 2006 ; 1-5
2006-02-21
Conference paper
Electronic Resource
English
Characterizing Shear Moduli Reduction in Soils Cyclic Behavior
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