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Particle Crushing of a Filled Fracture During Compression and Its Effect on Stress Wave Propagation
Author(s) -
Huang Xiaolin,
Qi Shengwen,
Xia Kaiwen,
Shi Xiaoshan
Publication year - 2018
Publication title -
journal of geophysical research: solid earth
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.983
H-Index - 232
eISSN - 2169-9356
pISSN - 2169-9313
DOI - 10.1029/2018jb016001
Subject(s) - materials science , deformation (meteorology) , fracture (geology) , compression (physics) , composite material , softening , stress (linguistics) , comminution , compressive strength , fracture mechanics , geotechnical engineering , geology , metallurgy , philosophy , linguistics
Filled fractures commonly exist in the earth medium and occur at all scales, such as filled joints and gouge‐filled faults. The compression behavior of a filled fracture is important for understanding its seismic response, although this has rarely been studied. In this study, laboratory tests were conducted to investigate the compression behavior of a simulated filled fracture under different stress states. It was found that the simulated fracture was compacted and experienced strain‐hardening deformation under low compressive stress. Its compression behavior was described by the Bandis‐Barton (B‐B) model. When the compressive stress was high, numerous particles in the fillings were crushed and the filled fracture weakened, while its stiffness abruptly decreased. This process was related to the strain‐softening deformation. As the compressive stress increased further, fillings were compacted again and some particles were crushed. The unloading deformation of a filled fracture had an obvious hysteresis characteristic. A modified B‐B model was proposed to characterize the deformation behavior of the filled fracture under high stress states. It was proven that the modified B‐B model can characterize the effect of the particle crushing on the deformation behavior of the filled fracture and also has the capability to capture the seismic response of the filled fracture under high‐amplitude stress waves. The results of this study indicate a new and attractive form of dynamic weakening of the granular gouge, which resulted from particle crushing. They can be used to understand the dynamic weakening mechanisms of a gouge‐filled fault under high‐amplitude stress waves.