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Acoustic characterization for creep behaviors of marine sandy hydrate-bearing sediment.
Li, Yanlong; Hu, Qiaobo; Wu, Nengyou; Wang, Hongbin; Sun, Xiaofeng; Hu, Gaowei; Sun, Zhiwen; Jiang, Yujing.
Afiliación
  • Li Y; Key Laboratory of Gas Hydrate, Ministry of Natural Resources, Qingdao Institute of Marine Geology, Qingdao, 266237, China.
  • Hu Q; Laoshan Laboratory, Qingdao, 266237, China.
  • Wu N; Graduate School of Engineering, Nagasaki University, Nagasaki, 852-8521, Japan.
  • Wang H; Key Laboratory of Gas Hydrate, Ministry of Natural Resources, Qingdao Institute of Marine Geology, Qingdao, 266237, China.
  • Sun X; Laoshan Laboratory, Qingdao, 266237, China.
  • Hu G; Sanya Offshore Oil and Gas Research Institute, Northeast Petroleum University, Sanya, 572025, China.
  • Sun Z; Key Laboratory of Gas Hydrate, Ministry of Natural Resources, Qingdao Institute of Marine Geology, Qingdao, 266237, China. wuny@ms.giec.ac.cn.
  • Jiang Y; Laoshan Laboratory, Qingdao, 266237, China. wuny@ms.giec.ac.cn.
Sci Rep ; 13(1): 22199, 2023 Dec 14.
Article en En | MEDLINE | ID: mdl-38097693
ABSTRACT
Marine natural gas hydrate (NGH) is a promising substitutive low-carbon energy resource, whereas NGH-production induced geoengineering concerns remain challenging. Advanced forecast of possible geoengineering risks is the fundamental for eco-friendly NGH exploitation. Reservoir creep deformation is an early symptom of the geoengineering risks. However, whether the creep deformation behaviors of the NGH-bearing strata is predictable remains controversial. In this study, a series of multi-step loading creep test are conducted for sandy gas hydrate bearing sediment (GHBS) samples, during which the ultrasonic responses are recorded simultaneously. The acoustic velocity, compression-to-shear velocity ratio, Poission's ratio, main frequency, and main frequency amplitude are used to characterize creep failures of the GHBS for the first time. Combining analyses of the creep behaviors and acoustic responses yield the following conclusions. Firstly, the long-term strength derived from creeping test is 0.45-0.60 times of the shear strength derived from triaxial shearing. Ignoring the creep effect might underestimate the scale and intensity of possible geoengineering risks during long-term NGH exploitation. Secondly, the acoustic velocity increases gently and then decreases continuously during creeping. Once the accelerated creep appears, the acoustic velocity plummets significantly, together with a sudden decrease in the compression-to-shear velocity ratio, and fluctuations in the main frequency and its amplitude. Furthermore, the main frequency and its amplitude shall fluctuate abruptly prior to the emergence of the accelerated creep. Therefore, we anticipate that the combination of abnormal fluctuations of main frequency and its amplitude can be used as early-warning indicators for possible creep failure of the GHBS. The results might have great significance for in-situ detection and prediction of possible reservoir failure during long-term NGH exploitation.

Texto completo: 1 Colección: 01-internacional Banco de datos: MEDLINE Idioma: En Revista: Sci Rep Año: 2023 Tipo del documento: Article País de afiliación: China

Texto completo: 1 Colección: 01-internacional Banco de datos: MEDLINE Idioma: En Revista: Sci Rep Año: 2023 Tipo del documento: Article País de afiliación: China