Rock and Soil Mechanics ›› 2025, Vol. 46 ›› Issue (7): 2121-2134.doi: 10.16285/j.rsm.2024.0911

• Fundamental Theory and Experimental Research • Previous Articles     Next Articles

A semi-analytical wellbore stability model considering strain-softening behaviors of energy-related sediments and the entire exploitation process

WU Jia-yuan1, WANG Hua-ning1, 2, SONG Fei1, HU Tao1, JIANG Ming-jing2   

  1. 1. School of Aerospace Engineering and Applied Mechanics, Tongji University, Shanghai 200092, China; 2. School of Civil Engineering, Suzhou University of Science and Technology, Suzhou, Jiangsu 215009, China
  • Received:2024-07-22 Accepted:2025-03-02 Online:2025-07-10 Published:2025-07-08
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (12272274).

Abstract: Natural gas hydrate is widely recognized as one of the most promising clean energy alternatives with the potential to replace coal, petroleum and conventional natural gas in the 21st century. However, it still remains a major challenge to accurately analyze multi-physical field evolutions in the entire exploitation process. In this study, based on the time-updating approach, a semi-analytical model is developed within a multi-physical coupling framework. This model comprehensively considers the entire exploitation process, including both the drilling and support phases. Specifically, the proposed model is capable of analyzing the interactions between hydraulic flow, heat transfer, mechanical properties and hydrate saturations. Meanwhile, more actual mechanical properties of hydrate are incorporated in this model, such as shear expansion and strain-softening post-failure behaviours. As a verification step, a good agreement is observed between the results obtained by numerical predictions and those derived from the developed semi-analytical model. In parametric analyses, it is found that appropriately reducing the depressurization rate is beneficial for increasing gas production, while appropriately increasing the depressurization rate can enhance extraction safety. Interestingly, compared to the classical elastic-perfectly-plastic or elasto-brittle-plastic models, the developed strain-softening model can significantly improve the predicting ability to assess the safety performance during the extraction process.

Key words: methane hydrate, semi-analytical model, multi-physics coupling, strain-softening, depressurization

CLC Number: 

  • O 242
[1] JIANG Yu-jing, YAN Peng, LUAN Heng-jie, LIU Ming-kang, LIANG Wei, DU Xiao-yu, MA Xian-zhuang, SHI Yi-chen, . Experimental study on natural gas hydrate production characteristics in stepwise depressurization with vertical well at different depressurization rates [J]. Rock and Soil Mechanics, 2024, 45(9): 2682-2694.
[2] FENG Shuai, CHEN Pan, ZHOU Jia-zuo, WEI Chang-fu, . The effect of occurrence environments on the mechanical behavior of methane hydrate-bearing sediments [J]. Rock and Soil Mechanics, 2024, 45(7): 1987-1999.
[3] YE Zhi-gang, WANG Lu-jun, ZHU Bin, CHEN Yun-min, . Thermo-hydro-mechanical coupling model for natural gas hydrate-bearing sediments with depressurization based on OpenGeoSys [J]. Rock and Soil Mechanics, 2023, 44(11): 3191-3202.
[4] WANG Si-yuan, JIANG Ming-jing, LI Cheng-chao, ZHANG Xu-dong, . Strain localization formation of deep-sea methane hydrate-bearing soils by discrete element simulation of the triaxial test [J]. Rock and Soil Mechanics, 2023, 44(11): 3307-3317.
[5] JIAO Yu-qi, HE Lin-lin, LIANG Yue, LIU Xu-fei, . Study of vertical bearing capacity of spudcan foundations considering strain-softening effect of structured clay [J]. Rock and Soil Mechanics, 2022, 43(5): 1374-1382.
[6] WANG Yong-hong, DU Wen, ZHANG Guo-hui, SONG Yang, . An elasto-plastic analysis of a deep buried tunnel in rock mass based on generalized Zhang-Zhu strength criterion and preliminary application [J]. Rock and Soil Mechanics, 2022, 43(3): 819-830.
[7] JIANG Yu-jing, YAN Peng, LUAN Heng-jie, CHEN Lian-jun, DING Gen-rong, . Development of multi-dimensional production simulation test system for natural gas hydrate and its primary application [J]. Rock and Soil Mechanics, 2022, 43(1): 286-298.
[8] ZHANG Zhen, ZHANG Zhao, YE Guan-bao, WANG Meng, XIAO Yan, CHENG Yi, . Progressive failure mechanism of stiffened deep mixed column-supported embankment [J]. Rock and Soil Mechanics, 2020, 41(6): 2122-2131.
[9] JIN Jun-chao, SHE Cheng-xue, SHANG Peng-yang. A strain-softening model of rock based on Hoek-Brown criterion [J]. Rock and Soil Mechanics, 2020, 41(3): 939-951.
[10] WANG Wei, CHEN Guo-qing, ZHENG Shui-quan, ZHANG Guang-ze, WANG Dong, . Study on the vector sum method of slope considering tensile-shear progressive failure [J]. Rock and Soil Mechanics, 2019, 40(S1): 468-476.
[11] WANG Feng-yun, QIAN De-ling, . Dilatancy analysis for a circular tunnel excavated in rock mass based on unified strength theory [J]. Rock and Soil Mechanics, 2019, 40(5): 1966-1976.
[12] ZHANG Long-fei, WU Yi-ping, MIAO Fa-sheng, LI Lin-wei, KANG Tian. Mechanical model and stability analysis of progressive failure for thrust-type gently inclined shallow landslide [J]. Rock and Soil Mechanics, 2019, 40(12): 4767-4776.
[13] JIANG Ming-jing, LIU Jun, ZHOU Wei, XI Bang-lu, . An elasto-plastic constitutive model for methane hydrate bearing sediments [J]. , 2018, 39(4): 1153-1158.
[14] WANG Zhen, YE Xiao-ming, LIU Yong-xin,. Improved Janbu slices method considering progressive destruction in landslide [J]. , 2018, 39(2): 675-682.
[15] WU Qi, LU Jing-sheng, LI Dong-liang, LIANG De-qing, . Experimental study of mechanical properties of hydrate-bearing sediments during depressurization mining [J]. Rock and Soil Mechanics, 2018, 39(12): 4508-4516.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!