Title: Exploring the dynamics of crustal fault system models with micro-scale and CA simulations
1Exploring the dynamics of crustal fault system
models with micro-scale and CA simulations
- Peter Mora, David Place,
- Dion Weatherley, Steffen Abe
- Yucang Wang
2To predict or not to predict, that is the
question!
Observations such as accelerating seismic energy
release high Load-Unload response
ratio preceding large earthquakes provide
encouragement, understanding of the physics is
required.
From, Yin, Mora, Peng, Wang and Weatherley, 2002,
PAGEOPH, Vol. 159, No. 10
3Critical scaling region size
Critical region scaling with magnitude suggest a
physical mechanism rather than statistical
fluctuations are the origin of such observations.
7.8
7.0
6.5
5.7
5.0
4No eq cycle prediction impossible
Eq cycle exists prediction possible
CP behaviour Power law time-to-failure Evolution
of statistics
5Overview
- Why use particle and CA simulations.
- What was learned from particle simulations.
- What has been learned from CA simulations.
- What kind of complex system is the crust?
- Conclusion
6Why use particle and CA simulations
- CA simulations
- Pro Fast can explore
- overall system dynamics
- Con Simplifications may
- affect behaviour
- Particle simulations
- Pro Tractable model of
- discontinuous systems
- Con Computationally
- expensive
7Particle simulations the lattice solid model
Elastic stress transfer, rupture dynamics,
granular dynamics, elastic wave radiation,
fracture, friction, thermo-mechanical feedback,
thermo-porous coupling
8Shear experiments of a granular layer
KE
Time
9Shear experiment of granular layer
Cumulative Benioff strain
Sequence B
Sequence A
Time
10Stress field correlation function
r
11Compression of intact material
12Load-Unload Response ratio and critical
sensitivity
LURR X/X-
13Load-Unload response ratio
14LURR ensemble average
10 1 0.1
LURR
Time
10 0
events
Time
15What has been learned from particle simulations
- See evidence for CP-like behaviour
- See evidence for LURR mechanism
- Relation between AMR and LURR
- to be resolved
- Shows direct evidence for physical
- mechanism for earthquake forecasting
16Long range cellular automata
17Accelerating energy release correlation
evolution
p 2.0
p 0.4
18Short range cellular automata
19Accelerating energy release
20What is learned from CA simulations(See
Weatherley, Thurs, 1645)
- Can get either CP-like behavior or
- SOC behaviour depending on
- Dissipation
- Stress transfer ratio
- Visco-elastic interaction
-
- Two regimes 1. Forecasting possible
- 2. Forecasting not
possible - Where is the crust?
21What kind of complex system?
22Conclusion
- Elasto-dynamic systems like the crust may lie
near the border between - predictability and unpredictability
23References
- Mora, P. and Place, D., 2002, Stress Correlation
Function Evolution in Lattice Solid
Elasto-dynamic Models of Shear and Fracture Zones
and Earthquake Prediction, Pure Appl. Geophys.,
Vol. 159, No. 10. - Mora, P., Wang, Y.C., Yin, C., Place, D., and
Yin, X.C., 2002, Simulation of Load-Unload
Response Ratio and Critical Sensitivity in the
Lattice Solid Model, Pure Appl. Geophys., Vol.
159, No. 10. - Mora, P., Place, D., Abe, S. Jaume, S., 2000,
Lattice solid simulation of the physics of
earthquakes the model,results and directions,
in GeoComplexity and the Physics of Earthquakes
(Geophysical Monograph series no. 120), eds.
Rundle, J.B., Turcotte, D.L. Klein, W., pp
105-125 (American Geophys. Union, Washington,
DC). - Place, D., and Mora, P., Place, D. Mora, P.,
1999, A lattice solid model to simulate the
physics of rocks and earthquakes incorporation
of friction, J. Comp. Phys., 150, 1-41 - Weatherley, D., Mora, P., and Xia, M.F., 2002,
Long-Range Automaton Models of Earthquakes Power
Law Accelerations, Correlation Evolution, and
Mode Switching, Pure Appl. Geophys., Vol. 159,
No. 10. - Yin, X.C., Mora, P., Peng, K.Y., Wang, Y.C., and
Weatherley, D., 2002, Load-Unload Response Ratio
and Accelerating Moment/nergy Release Critical
Region Scaling and Earthquake Prediction, Pure
Appl. Geophys., Vol. 159, No. 10.