[1] Feng J C, Wang Y, Li X S, et al. Investigation into optimization condition of thermal stimulation for hydrate dissociation in the sandy reservoir[J]. Applied Energy, 2015, 154: 995-1003.
[2] Zhou J Z, Zhou Y, Yang Z J, et al. Dissociation-induced deformation of hydrate-bearing silty sand during depressurization under constant effective stress[J]. Geophysical Research Letters, 2021, 48: 092860.
[3] 刘昌岭, 李彦龙, 孙建业, 等. 天然气水合物试采:从实验模拟到场地实施[J]. 海洋地质与第四纪地质, 2017, 37(5): 12-26. (Liu Changling, Li Yanlong, Sun Jianye, et al. Gas hydrate production test: from experimental simulation to field practice[J]. Marine Geology & Quaternary Geology, 2017, 37(5): 12-26. (in Chinese))
[4] Klar A, Soga K, Ng M Y A. Coupled deformation-flow analysis for methane hydrate extraction[J]. Geotechnique, 2010,60(10): 765-776.
[5] Jiang M J, Shen Z F, Wu D. CFD-DEM simulation of submarine landslide triggered by seismic loading in methane hydrate rich zone[J]. Landslides, 2018, 15(11): 2227-2241.
[6] 韦昌富, 颜荣涛, 田慧会, 等.天然气水合物开采的土力学问题:现状与挑战[J]. 天然气工业, 2020,40(8): 116-132. (Wei Changfu, Yan Rongtao, Tian Huihui, et al. Geotechnical problems in exploitation of natural gas hydrate: Status and challenges [J]. Natural Gas Industry, 2020, 40(8): 116-132. (in Chinese))
[7] 颜荣涛, 李扬, 杨德欢, 等. 含水合物砂土力学特性及本构模型[J]. 地下空间与工程学报, 2017,13(4): 923-930. (Yan Rongtao, Li Yang, Yang Dehuan, et al. Mechanical properties and constitutive model of hydrate bearing sand [J]. Chinese Journal of Underground Space and Engineering, 2017,13(4): 923-930. (in Chinese))
[8] 刘林, 张旭辉, 鲁晓兵等. 富水相环境下含水合物沉积物的本构模型[J]. 地下空间与工程学报, 2019,15(增2): 563-568. (Liu Lin, Zhang Xuhui, Lu Xiaobing, et al. Constitutive model of hydrate-bearing sediments in water-rich environment [J]. Chinese Journal of Underground Space and Engineering, 2019,15(Supp.2): 563-568. (in Chinese))
[9] Hyodo M, Yoneda J, Yoshimoto N, et al. Mechanical and dissociation properties of methane hydrate-bearing sand in deep seabed[J]. Soils and Foundations, 2013, 53(2): 299-314.
[10] Lee J Y, Santamarina J C, Ruppel C. Volume change associated with formation and dissociation of hydrate in sediment[J]. Geochemistry Geophysics Geosystems, 2010,11: Q03007.
[11] 吴起, 卢静生, 李栋梁, 等. 降压开采过程中含水合物沉积物的力学特性研究[J]. 岩土力学, 2018,39(12): 4508-4516. (Wu Qi, Lu Jingsheng, Li Dongliang, et al. Study on mechanical properties of hydrate-bearing sediments during depressurization [J]. Rock and Soil Mechanics, 2018,39(12): 4508-4516. (in Chinese))
[12] Wu P, Li Y H, Liu W G, et al. Microstructure evolution of hydrate-bearing sands during thermal dissociation and ensued impacts on the mechanical and seepage characteristics[J]. Journal of Geophysical Research-Solid Earth, 2020, 125(5): 019103.
[13] Sun X, Qin X, Lu H, et al. Gas hydrate in-situ formation and dissociation in clayey-silt sediments: An investigation by low-field NMR [J]. Energy Exploration & Exploitation, 2021, 39(1): 256-272.
[14] Cundall P A, Strack O D L. A discrete numerical model for granular assemblies[J]. Geotechnique, 1979, 29(1): 47-65.
[15] 黄锋, 周洋, 郑艾辰, 等. 软硬互层岩体力学及变形特性的离散元模拟[J]. 地下空间与工程学报, 2022,18(4): 1146-1156. (Huang Feng, Zhou Yang, Zheng Aichen, et al. Discrete element simulation of mechanics and deformation characteristics of soft-hard interbedded rock mass [J]. Chinese Journal of Underground Space and Engineering, 2022,18(4): 1146-1156. (in Chinese))
[16] Cohen E, Klar A. Micromechanical modeling of the effect of dissociation on the mechanical response of hydrate-bearing sediments[J]. Granular Matter, 2022, 24: 84.
[17] Zhang A, Jiang M J, Du W H. Three-dimensional DEM investigation of the stress-dilatancy relation of grain-cementing type methane hydrate-bearing sediment[J]. Petroleum, 2021, 7(4): 477-484.
[18] Li T, Li L Q, Liu J J, et al. Influence of hydrate participation on the mechanical behaviour of fine-grained sediments under one-dimensional compression: a DEM study[J]. Granular Matter, 2022, 24: 32.
[19] Jiang M J, Shen Z F, Wang J F. A novel three-dimensional contact model for granulates incorporating rolling and twisting resistances[J]. Computers and Geotechnics, 2015, 65:147-163.
[20] Shen Z F, Jiang M J, Wan R. Numerical study of inter-particle bond failure by 3D discrete element method[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2016, 40(4): 523-545.
[21] Makogon T, Sloan E. Phase equilibrium for methane hydrate from 190 to 262 K [J]. Journal of Chemical & Engineering Data, 1994, 39: 351-353.
[22] Dickens G, Quinby-Hunt M S. Methane hydrate stability in pore water: A simple theoretical approach for geophysical applications[J]. Journal of Geophysical Research Atmospheres, 1997, 102(B1): 773-784.
[23] Hyodo M, Nakata Y, Yoshimoto N, et al. Basic research on the mechanical behavior of methane hydrate-sediments mixture[J]. Soils and Foundations, 2005, 45(1): 75-85.
[24] Hyodo M, Hyde A F L, Nakata Y, et al. Tri-axial compressive strength of methane hydrate[A]. Proceedings of the 12th International Offshore and Polar Engineering Conference[C]. Yokohama: ISOPE, 2002: 422-428.
[25] Song Y C, Yu F, Li Y H, et al. Mechanical property of artificial methane hydrate under triaxial compression[J]. Journal of Natural Gas Chemistry, 2010, 19(3): 246-250.
[26] Yu F, Song Y C, Liu W G, et al. Study on shear strength of artificial methane hydrate[A]//Proceedings of the ASME 29th International Conference on Ocean, Offshore, Arctic Engineering[C]. 2010: 705-710.
[27] Nabeshima Y, Takai Y, Komai T. Compressive strength, density of methane hydrate[A]//Proceedings of the 6th ISOPE Ocean Mining Symposium[C]. Changsha: ISOPE, 2005: 199-202.
[28] Nabeshima Y, Matsui T. Static shear behaviors of methane hydrate and ice[A]//Proceedings of the 5th Oceanic Mining Symposium[C]. Tsukba: ISOPE,2003: 156-159.
[29] Luo T T, Song Y C, Zhu Y M, et al. Triaxial experiments on the mechanical properties of hydrate-bearing marine sediments of South China Sea[J]. Marine and Petroleum Geology, 2016, 77: 507-514.
[30] 石要红, 张旭辉, 鲁晓兵, 等. 南海水合物黏土沉积物力学特性试验模拟研究[J]. 力学学报, 2015,47(3): 521-528. (Shi Yaohong, Zhang Xuhui, Lu Xiaobing, et al. Experimental study on the static mechanical properties of hydrate-bearing silty-clay in the South China Sea[J]. Theoretical and Applied Mechanics, 2015, 47(3),521-528. (in Chinese))
[31] Yoneda J, Oshima M, Kida M, et al. Consolidation and hardening behavior of hydrate-bearing pressure-core sediments recovered from the Krishna-Godavari Basin, offshore India[J]. Marine and Petroleum Geology, 2019, 108: 512-523.
[32] 颜梦秋,黄永茂,顾翔,等. 含水合物土一维压缩特性[J]. 桂林理工大学学报, 2024,44(2): 239-247. (Yan Mengqiu, Huang Yongmao, Gu Xiang, et al. One-dimensional compression characteristics of hydrate soil [J]. Journal of Guilin University of Technology, 2024,44(2): 239-247. (in Chinese))
[33] Barreto D, O'Sullivan C, Zdravkovic L. Quantifying the evolution of soil fabric under different stress paths[A]//Proceedings of the 6th International Conference on Micromechanics of Granular Media[C]. Golden, Colorado: AIP, 2009: 181-184.
[34] Bagi K. Stress and strain in granular assemblies[J]. Mechanics of Materials, 1996, 22(3): 165-177.