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- W2006281906 endingPage "3387" @default.
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- W2006281906 abstract "Methane hydrate is ice-like clathrate compound that attracts global attention due to its huge potential as a future energy source. The constitutive law of methane hydrate-bearing sediments remains unknown and becomes a barrier in sustainable exploitation of methane hydrate from marine sediments. The Duncan-Change model is a nonlinear elastic model which was widely accepted by the geotechnical community in approximating the constitutive response of geo-materials. This model and its evolved versions were employed in this study to model the stress-strain response observed in triaxial tests on methane hydrate-bearing sands. Duncan-Chang type models capture well the strain hardening behaviors. However, they fall short of incorporating the dependency of temperature and saturation degree of methane hydrate, which have to be taken into account in future constitutive models of methane hydrate-bearing deposits." @default.
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- W2006281906 creator A5062175331 @default.
- W2006281906 date "2011-10-01" @default.
- W2006281906 modified "2023-10-18" @default.
- W2006281906 title "Applicability of Duncan-Chang Model and its Modified Versions to Methane Hydrate-Bearing Sands" @default.
- W2006281906 cites W1560408291 @default.
- W2006281906 cites W2069800265 @default.
- W2006281906 doi "https://doi.org/10.4028/www.scientific.net/amr.347-353.3384" @default.
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