Acta Geotechnica, Journal Year: 2024, Volume and Issue: 20(2), P. 861 - 890
Published: Dec. 14, 2024
Language: Английский
Acta Geotechnica, Journal Year: 2024, Volume and Issue: 20(2), P. 861 - 890
Published: Dec. 14, 2024
Language: Английский
Energy, Journal Year: 2024, Volume and Issue: 294, P. 130789 - 130789
Published: March 4, 2024
Language: Английский
Citations
20Energy, Journal Year: 2025, Volume and Issue: unknown, P. 134977 - 134977
Published: Feb. 1, 2025
Language: Английский
Citations
2Energy & Fuels, Journal Year: 2025, Volume and Issue: unknown
Published: Jan. 29, 2025
Language: Английский
Citations
1Journal of Molecular Liquids, Journal Year: 2025, Volume and Issue: unknown, P. 127112 - 127112
Published: Feb. 1, 2025
Language: Английский
Citations
1Geoenergy Science and Engineering, Journal Year: 2025, Volume and Issue: unknown, P. 213826 - 213826
Published: March 1, 2025
Language: Английский
Citations
1The Science of The Total Environment, Journal Year: 2024, Volume and Issue: 929, P. 172621 - 172621
Published: April 19, 2024
Language: Английский
Citations
8Geoenergy Science and Engineering, Journal Year: 2024, Volume and Issue: 241, P. 213183 - 213183
Published: July 27, 2024
Language: Английский
Citations
5Energy & Fuels, Journal Year: 2024, Volume and Issue: 38(7), P. 5959 - 5973
Published: March 26, 2024
Evaluating the mechanical behavior of hydrate-bearing sediment is a prerequisite and guarantee for achieving safe exploitation utilization hydrates, it also important stability assessment suction piles, anchor cable laying during process. In this study, focusing on strain-rate dependence properties methane clayey-silty sediments, 15 sets drained triaxial shear tests with different strain rates hydrate saturations were carried out, X-ray computed tomography (CT) scans performed specimens after deformation dissociation. The results show that (1) all exhibit characteristics hardening volumetric compression. With saturation increasing, phenomenon changes insignificantly, sensitivity to rate increases due strong dependency itself. increased prevents small particles from adequately filling pores, resulting in smaller compression; (2) as increases, coupled effect cementation strengthening mechanism decrease local effective confining pressure, strength decreases hydrate-free sediments sediments; (3) when failure linearly, Secant Young's modulus E50 nonlinearly. A nonlinear relationship formula between given; (4) similar previous studies clay mechanics, tends or disappear at lower rates; (5) converted tests, loading method low high progressively can make interlocking more sufficient, greater sediment.
Language: Английский
Citations
4Journal of Environmental Management, Journal Year: 2025, Volume and Issue: 374, P. 124110 - 124110
Published: Jan. 13, 2025
Language: Английский
Citations
0Energy & Fuels, Journal Year: 2025, Volume and Issue: unknown
Published: April 21, 2025
Language: Английский
Citations
0