Time-dependent deformation of marine gas hydrate-bearing strata conditioned to a wellbore: Experiments and implications

被引:2
|
作者
Li, Yanlong [1 ]
Chen, Mingtao [1 ,2 ]
Zhang, Yajuan [1 ,2 ]
Xu, Hongzhi [4 ]
Deng, Junyu [4 ]
Shen, Kaixiang [5 ]
Jiang, Yujing [3 ]
Wu, Nengyou [1 ,5 ,6 ]
机构
[1] Laoshan Lab, Qingdao, Peoples R China
[2] Hohai Univ, Coll Oceanog, Nanjing, Peoples R China
[3] Nagasaki Univ, Grad Sch Engn, Nagasaki 8528521, Japan
[4] CNPC Engn Technol Res Co LTD, Tianjin, Peoples R China
[5] Natl Engn Res Ctr Gas Hydrate Explorat & Dev, Guangzhou, Peoples R China
[6] Minist Nat Resources, Qingdao Inst Marine Geol, Key Lab Gas Hydrate, Qingdao, Peoples R China
基金
中国国家自然科学基金;
关键词
Natural gas hydrate; Geological risks; Pressuremeter test; Hydrate -bearing sediment; Creep behavior; STABILITY ANALYSIS; SHENHU AREA; SEDIMENTS; BEHAVIOR; TESTS; CLAY;
D O I
10.1016/j.oceaneng.2024.118220
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
Natural gas hydrate (NGH) is a promising alternative energy resource, whereas marine NGH exploitation suffers from various potential geo-environmental concerns. The existence of a production wellbore not only provides channel for gas extraction, but also causes specific boundary conditions for the occurrence of geo-environmental risks. Almost all kinds of geo-environmental risks during NGH production initiate from time-dependent deformation of the near-wellbore strata. In this paper, the pressuremeter test (PMT) method was firstly introduced to investigate the lateral creep behaviors of the NGH-bearing sediment. The PMT probe was used to apply outwards lateral stress onto the hydrate-bearing sediment to simulate the horizontal stress state of the near-wellbore reservoir during drilling, completion, and/or hydraulic fracturing, during which the pressure inside the wellbore is higher than the reservoirs static pressure. The results indicated that the decelerated creep accounts for more than 70% of the lateral strain before the effective stress reaches the long-term strength. The hardening modulus of the sediment was proven to be increased from the magnitude of -102 MPa--103 MPa, when the hydrate saturation increases from 2.2% to 50.0%. The PMT creep test results can be used for interpretation of the in-situ horizontal stress and geomechanical parameters such as pro-plastic pressure and ultimate pressure. Based on the fact that PMT test results complies with the previous results from other techniques, a field-applicable PMT technique for NGH reservoir test is suggested to be developed in future study, and a systematic hypothesis and workflow for NGH reservoir modelling is also proposed in this study.
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页数:13
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