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- W2318835563 abstract "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." @default.
- W2318835563 created "2016-06-24" @default.
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- W2318835563 date "2006-02-21" @default.
- W2318835563 modified "2023-09-25" @default.
- W2318835563 title "Characterizing Shear Moduli Reduction in Soils Cyclic Behavior" @default.
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- W2318835563 doi "https://doi.org/10.1061/40803(187)164" @default.
- W2318835563 hasPublicationYear "2006" @default.
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