YIN Shan, SONG Da-zhao, WANG En-yuan, et al. Study on the magnetic field response law of sandstone during
deformation and failure[J]. 2024, 45(6): 1803-1812.
DOI:
YIN Shan, SONG Da-zhao, WANG En-yuan, et al. Study on the magnetic field response law of sandstone during
deformation and failure[J]. 2024, 45(6): 1803-1812.DOI: 10.16285/j.rsm.2023.1582.
Study on the magnetic field response law of sandstone during
deformation and failure
Investigating the new physical response law of rock failure process will advance rock mass monitoring and early warning technology. This study conducted magnetic field monitoring experiments on sandstone deformation and failure under uniaxial loading and cyclic loading and unloading using fluxgate weak magnetic detection technology. The magnetic field signals during sandstone deformation and failure were tested
and the relationships between the magnetic field
load and acoustic emission were analyzed. The results indicate that sandstone generates magnetic field signals during deformation and failure. During uniaxial loading
as the load increases
the magnetic field signal in the compaction stage fluctuates and rises
with a high fluctuation coefficient. In the elastic stage
the magnetic field signal increases steadily while the fluctuation coefficient decreases. In the plastic stage
the magnetic field signal increases significantly
and the fluctuation coefficient increases in the late plastic stage. In the failure stage
the magnetic field signal rapidly increases
and the fluctuation coefficient changes significantly
corresponding to the load drop and the main failure. Compared to the fluctuation coefficient
the variance of the magnetic field signal remains relatively stable during the first three loading stages
but the variance gradually increases during the failure stage
showing a significant mutation. During cyclic loading and unloading
the magnetic field signal gradually increases with increasing load and decreases with reducing load. Near instability and failure
the magnetic field signal increases rapidly
which is significantly higher than the previous cyclic loading and unloading process. There is a strong correlation between the magnetic field signal and the acoustic emission count
indicating that the generation of the magnetic field is closely related to the deformation and failure of the sample. Under stress
micro-damage continuously forms inside sandstone
leading to non-uniform deformation between adjacent particles. This disrupts the electrical balance at the interface
resulting in the generation and migration of free charges that alter the current. The movement of charges and changes in current produce magnetic field signals. Evaluating rock mass stability using magnetic field signals is expected to be a new non-destructive