4.7 Article

DEM investigation of the effect of hydrate morphology on the mechanical properties of hydrate-bearing sands

Journal

COMPUTERS AND GEOTECHNICS
Volume 143, Issue -, Pages -

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.compgeo.2021.104603

Keywords

Gas hydrate; Hydrate morphology; Discrete element method; Mechanical property; Biaxial compression

Funding

  1. China Geological Survey [DD20190234]

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Understanding the engineering properties of hydrate-bearing sands (HBS) is crucial for assessing the safety of natural gas hydrate exploitation. However, precise testing of HBS specimens with different hydrate morphologies has been difficult due to the challenges in controlling hydrate formation in the laboratory. In this study, the discrete element method (DEM) is employed to create HBS models with various hydrate morphologies, and biaxial compression tests are simulated to evaluate their mechanical properties. The numerical results demonstrate that the shear strength and secant modulus of HBS are affected by hydrate morphology and saturation, and relationships between micro mechanical analyses and macro mechanical properties are established. These findings provide valuable insights into the mechanical responses of HBS with complex hydrate morphologies.
Understanding the engineering properties of hydrate-bearing sands (HBS) is the key to assessing the safety during the exploitation of natural gas hydrates. The formation and presence of hydrates in pore spaces are complicated, yet the HBS specimens with different hydrate morphologies have not been precisely tested due to the difficulty in controlling the hydrate formation in the laboratory. In this study, the discrete element method (DEM) is used to create HBS models containing pore-filling, cementing, load-bearing, grain-coating, and patchy hydrates. A series of HBS specimens with different hydrate morphologies and hydrate saturations ranging from 0 to 40% are tested by simulating biaxial compression tests. The numerical results show that the shear strength is slightly but the secant modulus is significantly influenced by the hydrate morphology. The shear strength and secant modulus of HBS increase with hydrate saturation regardless of the hydrate morphology. Further relationships are established between the micro mechanical analyses of the evolution of bonds and contact-type-related contributions and the macro mechanical properties of HBS. These DEM results can provide lower and upper limits for HBS, which are beneficial for further understanding the mechanical responses of HBS with complex hydrate morphologies.

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