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论文类型：期刊论文

发表时间：2021-01-10

发表刊物：JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH

卷号：125

期号：5

ISSN号：2169-9313

摘要：In this study, a microfocus X-ray computed tomography-based triaxial testing apparatus was used to observe and quantify the microstructure evolution of hydrate-bearing sands during thermal dissociation of hydrate. Three triaxial shear tests with X-ray computed tomography were conducted to study the influence of hydrate dissociation on the mechanical behavior of hydrate-bearing sands. The results show that hydrate covering the sand particle surface dissociates first and then at the menisci between sand particles. The secondary hydrate formation mainly occurs on the menisci between sand particles and the surfaces of the hydrate shells where hydrates already exist. Hydrate dissociation could cause fabric changes in hydrate-bearing sands, resulting in a more isotropic orientation distribution of sand particles. The failure behavior of the hydrate-free sand specimen is similar to that of the specimen after hydrate dissociation, which shows an obvious drum-shaped failure pattern with X-shaped shear bands. However, the hydrate-bearing sand specimen exhibits a shear band with a determined thickness and inclination angle. Hydrate dissociation could cause a significant loss of supporting cementation, resulting in a decline in the stiffness and failure strength. The failure strength of hydrate-free sand specimen is slightly higher than that of the specimen after hydrate dissociation; this may due to that the homogeneous orientation frequency distribution can enhance the stability of the force chain between sand particles. The secondary hydrate formation causes sediment deformation resulting in a decrease in absolute permeability due to pore blockage.