The failure of rock along pre-existing discontinuities is a major concern when building structures on or in rock. A goal is to develop methodologies to identify signatures of imminent shear failure along discontinuities to enable implementation of measures to prevent the collapse of a structure. Previous studies identified precursory seismic signatures of shear failure along rock discontinuities in transmitted and reflected signals. Here, laboratory direct shear experiments were conducted on idealized saw-tooth discontinuities in gypsum to determine the differences or similarities in precursors observed in transmitted, reflected and converted elastic waves. Digital Image Correlation (DIC) was used to quantify the vertical and horizontal displacements along the discontinuity during shearing to relate the location and magnitude of slip with the measured wave amplitudes. Results from the experiments showed that seismic precursors to failure appeared as maxima in the transmitted wave amplitude and conversely as minima in the reflected amplitudes. Converted waves (S to P & P to S) were also detected and their amplitudes reached a maximum prior to shear failure. DIC results showed that slip occurred first at the top of the specimen, where the load was applied, and then progressed along the joint as the shear stress increased. This process was consistent with the precursors i.e., precursors were first recorded near the top and later at the center and finally at the bottom of the specimen. Interestingly, precursors from reflected waves were observed first, followed by precursors from transmitted and then by converted waves. Also, the differences in time of occurrence between the three precursor modes decreased along the plane of the discontinuity. The results showed that reflected waves were the most sensitive to damage and slip along a discontinuity and that monitoring for precursors may provide a method for detecting impending failure.
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Mechanical and Geophysical Monitoring of Slip Along Frictional Discontinuities
contain conspicuous acknowledgement of where and by whom the paper was presented.
ABSTRACT: Shear strength along discontinuities plays a crucial role in the stability of rock structures. The development of geophysical methods to remotely monitor and assess changes in shear strength is essential to the identification of rock hazards that can lead to the loss of life and failure of civilian infrastructure. In this study, compressional and shear ultrasonic waves were used to monitor slip along discontinuities (with different surface profiles) during shearing. A series of laboratory direct shear experiments were performed on two gypsum blocks separated by a frictional discontinuity. The gypsum blocks had perfectly matched contact surfaces with a half-cycle sine wave profile that spanned the central third of the discontinuity, surrounded by planar surfaces. The amplitude of the half-cycle sine wave was varied and ranged between 2 to 10 times the height of the asperities. Compressional, P, and shear, S, ultrasonic waves were continuously transmitted and recorded throughout the shearing process, while Digital Image Correlation (DIC) was used to capture surface displacements. At low normal stresses, distinct maxima in the normalized P and S wave transmitted amplitudes occurred before shear failure in regions where dilation was observed. Where dilation was not detected, an increase in transmitted wave amplitude was observed, even after the peak shear stress was achieved. At high normal stresses, dilation was suppressed, which was associated with an increase in wave amplitude with shear stress until the peak, and then a decrease in amplitude. Monitoring changes in transmitted wave amplitude is a potential method for the detection of dilation along rock discontinuities.
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- Award ID(s):
- 1664562
- PAR ID:
- 10132196
- Date Published:
- Journal Name:
- 53rd U.S. Rock Mechanics/Geomechanics Symposium
- Page Range / eLocation ID:
- 19-449
- Format(s):
- Medium: X
- Sponsoring Org:
- National Science Foundation
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