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Triaxial Compressive Property of Artificial CO2-hydrate-bearing Sediment Sample
- Publisher: European Association of Geoscientists & Engineers
- Source: Conference Proceedings, International EAGE Workshop on Geomechanics and Energy, Nov 2013, cp-369-00018
- ISBN: 978-90-73834-61-3
Abstract
The experimental methods of drained triaxial compression test for artificial CO2-hydrate-bearing sediment sample is given and its triaxial compressive property is discussed. The applicability of a constitutive equation which was proposed for CH4-hydrate-bearing sediment sample is discussed. The constitutive equation can almost express the relationship between deviator stress and axial strain of CO2-hydrate-bearing sediment sample.