Abstract
The Load-Unload Response Ratio (LURR) method is an intermediate-term earthquake prediction approach that has shown considerable promise. It involves calculating the ratio of a specified energy release measure during loading and unloading where loading and unloading periods are determined from the earth tide induced perturbations in the Coulomb Failure Stress on optimally oriented faults. In the lead-up to large earthquakes, high LURR values are frequently observed a few months or years prior to the event. These signals may have a similar origin to the observed accelerating seismic moment release (AMR) prior to many large earthquakes or may be due to critical sensitivity of the crust when a large earthquake is imminent. As a first step towards studying the underlying physical mechanism for the LURR observations, numerical studies are conducted using the particle based lattice solid model (LSM) to determine whether LURR observations can be reproduced. The model is initialized as a heterogeneous 2-D block made up of random-sized particles bonded by elastic-brittle links. The system is subjected to uniaxial compression from rigid driving plates on the upper and lower edges of the model. Experiments are conducted using both strain and stress control to load the plates. A sinusoidal stress perturbation is added to the gradual compressional loading to simulate loading and unloading cycles and LURR is calculated. The results reproduce signals similar to those observed in earthquake prediction practice with a high LURR value followed by a sudden drop prior to macroscopic failure of the sample. The results suggest that LURR provides a good predictor for catastrophic failure in elastic-brittle systems and motivate further research to study the underlying physical mechanisms and statistical properties of high LURR values. The results provide encouragement for earthquake prediction research and the use of advanced simulation models to probe the physics of earthquakes.
Original language | English |
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Pages (from-to) | 2525-2536 |
Number of pages | 12 |
Journal | Pure and Applied Geophysics |
Volume | 159 |
Issue number | 10 |
DOIs | |
State | Published - 2002 |
Externally published | Yes |
Bibliographical note
Funding Information:This research was funded by the National Natural Sciences Foundation of China (Grant No. 19732060 and 40004002), the Australian Research Council (ARC), The University of Queensland, and the ARC International Researcher Exchange Scheme 2000 (IREX). Computations were made on the Australian Solid Earth Simulator (ASES) thematic parallel supercomputer facility (phase I – 16 processor SGI Origin 3800) funded by the ARC, The University of Queensland, Western Australia and Silicon Graphics.
Keywords
- Critical sensitivity
- Earthquake prediction
- Lattice solid model
- Load-Unload Response Ratio method
- Numerical simulation
ASJC Scopus subject areas
- Geophysics
- Geochemistry and Petrology