Influence of salinity on the mechanical behaviors of CO2 hydrate-bearing silty sand

被引:0
|
作者
Zhou Y. [1 ,2 ]
Wei C. [1 ]
Chen P. [1 ]
Zhou J. [1 ]
机构
[1] State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Hubei, Wuhan
[2] University of Chinese Academy of Sciences, Beijing
关键词
Carbon dioxide; Hydrate saturation; Hydrate-bearing soil; Phase equilibrium; Salinity; Shearing strength; Triaxial shearing; Unhydrated water content;
D O I
10.3787/j.issn.1000-0976.2022.10.014
中图分类号
学科分类号
摘要
The mechanical behaviors of hydrate-bearing sediments are influenced by multiple factors, and the strata of deep sea bed are in a salty environment. So far, however, the influence of salinity on the mechanical behaviors of hydrate-bearing sediments has been less reported and its influence laws have not been well addressed. In this paper, CO2 hydrate-bearing silty sand is prepared by using sodium chloride solution with different concentrations, and triaxial shearing tests are performed under different confining pressures, so as to reveal the influence laws of salinity on stress–strain relationship, strength, rigidity and dilatancy. And the following research results are obtained. First, salinity leads to the migration of the phase equilibrium line of hydrate-bearing soil. Under the same initial water content, salinity results in the decrease of hydrate saturation in the soil and the increase of unhydrated water content. Second, to form the same hydrate saturation, the initial water content of hydrate-bearing soil with salt shall be higher than that without salt, so the shearing strength of hydrate-bearing soil with salt is weaker than that without salt. Third, salinity has a greater influence on the cohesion of hydrate-bearing soil. With the increase of hydrate saturation, the cohesion of hydrate-bearing soil with salt increases slightly, while that without salt increases significantly. In conclusion, the influence of salinity on the shearing strength behaviors of hydrate-bearing silty sand is generated as the unhydrated water content changes. The more the unhydrated water, the lower the soil strength, the smaller the secant modulus and the less obvious the dilatancy. What's more, the strength behavior of hydrate-bearing soil is not only related to hydrate saturation, but also in a close relationship with unhydrated water content. Traditionally, only the influence of hydrate saturation on the shearing strength of hydrate-bearing soil is taken into consideration, which makes it impossible to accurately describe the evolution of the strength behavior of hydrate-bearing soil under physical–chemical action. © 2022 Natural Gas Industry Journal Agency. All rights reserved.
引用
收藏
页码:139 / 149
页数:10
相关论文
共 26 条
  • [1] NING Fulong, LIANG Jinqiang, WU Nengyou, Et al., Reservoir characteristics of natural gas hydrates in China, Natural Gas Industry, 40, 8, pp. 1-24, (2020)
  • [2] ZHANG Hongtao, ZHANG Haiqi, ZHU Youhai, Gas hydrate investigation and research in China: Present status and progress, Geology in China, 34, 6, pp. 953-961, (2007)
  • [3] PRIEST J A, CLAYTON C R I, REES E V L., Potential impact of gas hydrate and its dissociation on the strength of host sediment in the Krishna–Godavari Basin, Marine and Petroleum Geology, 58, pp. 187-198, (2014)
  • [4] WEI Changfu, YAN Rongtao, TIAN Huihui, Et al., Geotechnical problems in exploitation of natural gas hydrate: Status and challenges, Natural Gas Industry, 40, 8, pp. 116-132, (2020)
  • [5] CHEN Helong, WEI Changfu, TIAN Huihui, Et al., Triaxial compression tests on gas saturated CO<sub>2</sub>-hydrate-bearing sand, Rock and Soil Mechanics, 39, 7, pp. 2395-2402, (2018)
  • [6] LI Yanghui, SONG Yongchen, YU Feng, Et al., Effect of confining pressure on mechanical behavior of methane hydrate-bearing sediments, Petroleum Exploration and Development, 38, 5, pp. 637-640, (2011)
  • [7] PRIEST J A, BEST A I, CLAYTON C R I., A laboratory investigation into the seismic velocities of methane gas hydrate-bearing sand, Journal of Geophysical Research: Solid Earth, 110, B4, (2005)
  • [8] WAITE W F, DEMARTIN B J, KIRBY S H, Et al., Thermal conductivity measurements in porous mixtures of methane hydrate and quartz sand, Geophysical Research Letters, 29, 24, (2002)
  • [9] YAN Rongtao, WEI Changfu, FU Xinhui, Et al., Influence of occurrence mode of hydrate on mechanical behaviour of hydrate-bearing soils, Chinese Journal of Rock Mechanics and Engineering, 32, pp. 4115-4122, (2013)
  • [10] WEI Houzhen, YAN Rongtao, CHEN Pan, Et al., Deformation and failure behavior of carbon dioxide hydrate-bearing sands with different hydrate contents under triaxial shear tests, Rock and Soil Mechanics, 32, pp. 198-203, (2011)