FENG Shuai, CHEN Pan, ZHOU Jia-zuo, et al. The effect of occurrence environments on the mechanical behavior of methane hydrate-bearing sediments[J]. 2024, 45(7): 1987-1999.
DOI:
FENG Shuai, CHEN Pan, ZHOU Jia-zuo, et al. The effect of occurrence environments on the mechanical behavior of methane hydrate-bearing sediments[J]. 2024, 45(7): 1987-1999.DOI: 10.16285/j.rsm.2023.1641.
The effect of occurrence environments on the mechanical behavior of methane hydrate-bearing sediments
The shear strength and stiffness characteristics of methane hydrate sediments in seabed reservoirs are crucial for the safe and efficient exploration and exploitation of hydrates. To investigate the impact of changes in occurrence environments on the shear strength characteristics of muddy hydrate-bearing sediments
a series of drained shear tests have been conducted on methane hydrate-bearing muddy silt sediments under varying conditions of saturation (water-saturated and gas-saturated) and confining pressure based on the improved triaxial shear tester for hydrate-bearing sediments. The experimental results show that changes in the occurrence environment in sediments have significant effects on the shear strength and stiffness characteristics of hydrate-bearing muddy silt sediments. Compared to gas-saturated sediments
the shear strength of hydrate-bearing sediments with the same hydrate saturation greatly reduces under water-saturated condition
with a maximum reduction ratio of 52.0%. Although the effect of occurrence environmental changes on the internal friction angle of sediment is limited
the effect on the cohesion of sediment is significant. Compared to the results from gas-saturated sediments
the reduction ratio of the effective cohesion for the water-saturated hydrate-bearing sediments can reach 68.1%. Furthermore
the exponential equation is developed for describing the relation between the effective cohesion and hydrate saturation. Under water-saturated conditions
the deformation modulus of hydrate-bearing sediments decreases significantly
with a maximum reduction ratio of 72.7% for E50. Additionally
the deformation modulus increases linearly with hydrate saturation under water-saturated conditions. Lastly
based on the stress analysis of the skeleton of hydrate-bearing sediments under gas-saturated and water-saturated conditions
the evolution mechanism of the mechanical properties of hydrate-bearing sediments under these two different occurrence environments is preliminarily revealed. The observations can offer fundamental data and methods for recovering the occurrence mechanism of methane hydrate-bearing sediments and assessing the stability of the reservoir.
Preliminary study of anisotropy of Q4 loess in Lanzhou
Application of rockmass classification to Xiaolangdi multi-purpose project
Shear strength and volume change behavior of clay-rich soil at high suctions
Direct shear tests and PFC2D numerical simulation of colluvial mixture
Three-dimensional distinct element simulation of macro triaxial compressional strength characteristics of methane hydrate through uniaxial compressional test
Related Author
LIANG Qing-guo
ZHAO Lei
AN Ya-fang
ZHANG Yan-jie
ZHANG Shao-min
LIU Feng-shou
BI Xiao-dong
XU Xiao
Related Institution
School of Civil Engineering, Lanzhou Jiaotong University
Yello River Engineering Consulting Co. Ltd.
China University of Geosciences (Beijing)
Taiyuan Municipal Engineering Design Research Institute
Key Laboratory of Urban Underground Engineering of Ministry of Education, Beijing Jiaotong University