Shear strength characteristics for hydrate-bearing sediments with the effect of unhydrated water and hydrate saturation
Published: 19 July 2024| Version 1 | DOI: 10.17632/szzb3bw7mh.1
Contributor:
Pan ChenDescription
The shear strength behavior of hydrate-bearing sediment under partial dissociation conditions was carefully investigated.
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Institutions
Wuhan Institute of Rock and Soil Mechanics Chinese Academy of Sciences
Categories
Analytical Modeling, Shear Testing, Gas Hydrate
Funding
National Natural Science Foundation of China
51939011