Confined Compressibility of Fine-Grained Marine Sediments with Cavities after Complete Dissociation of Noduled Natural Gas Hydrates

Author:

Yang Lei12ORCID,Liu Lele345ORCID,Liu Tao35,Lin Jinbo2,Wan Yizhao4,Zhang Yongchao4,Wang Zhihui2,Liu Xiang6

Affiliation:

1. Donghai Laboratory, Zhoushan 316021, China

2. Zhejiang Institute of Marine Geology Survey, Zhoushan 316021, China

3. Shandong Engineering Research Center of Marine Exploration and Conservation, Ocean University of China, Qingdao 266100, China

4. Key Laboratory of Gas Hydrate, Ministry of Natural Resources, Qingdao Institute of Marine Geology, Qingdao 266237, China

5. Shandong Provincial Key Laboratory of Marine Environment and Geological Engineering, Ocean University of China, Qingdao 266100, China

6. Zhejiang Engineering Survey and Design Institute Group Co. Ltd., Ningbo 315012, China

Abstract

Due to natural and anthropogenic disturbances, natural gas hydrates with morphologies of nodules and chunks dissociate and release massive free gas, creating large cavities within fine-grained marine sediments. However, it is still a challenge to quantify the impact of gas cavities on mechanical properties of cavitied fine-grained marine sediments as there is a lack of efforts focusing on the inner structure visualization. In this study, an oedometer test and X-ray computed tomography scans are jointly conducted on marine clayey silt with gas cavities, and the confined compressibility as well as the inner structure change under an undrained condition are explored, followed by development of a theoretical model depicting the void ratio change. The results show that vertical loading induces a void ratio reduction, and the reduced void ratio can fully recover after being unloaded. Although being fully recovered, unrecovered changes of the inner structure still remain after being unloaded. Examples include closed cracks in the lower matrix, new occurring cracks in the upper matrix, and the fragmented gas cavity. In addition, the void ratio linearly increases with the increasing inverse of normalized pore gas pressure, while the coefficient of the effective stress linearly decreases with the increasing inverse of normalized vertical loading stress. The proposed theoretical model captures the essential physics behind undrained confined deformation of fine-grained marine sediments with gas cavities when subjected to loading and unloading.

Funder

Natural Science Foundation of Shandong Province

Science Foundation of Donghai Laboratory

Central Natural Disaster Prevention System Construction Project

Taishan Scholars Program

Zhejiang Provincial Natural Resources Science and Technology Project

Zhejiang Provincial Geological Special Fund Project

Publisher

MDPI AG

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