Annual Meeting - SCEC.org
Annual Meeting - SCEC.org
Annual Meeting - SCEC.org
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Poster Abstracts | Group 2 – FARM<br />
excess. We found that transitions to chaos for a single block occur for ? ≈ 9. We also studied the<br />
behavior of a system of three blocks under D-R friction, finding that transitions to chaos occurred<br />
for smaller values of this parameter ?. Taking this study a step further, we derive the elastic wave<br />
equation in 1-d under Dieterich-Ruina friction to obtain the position u(x, t), the slip relative to the<br />
driver plate. Using uniformly distributed initial conditions and periodic boundary conditions, we<br />
find that numerical solutions to this PDE bifurcate under critical values of the same parameter ?.<br />
For ? ≈ 4.7, transitions to chaotic solutions occur. For this range of parameter values, the chaotic<br />
behavior occurs only in time; the spatial structure is preserved. We compute the structure function,<br />
S_1(x,t), to explore statistically stationary states of the solution. In these cases, the structure<br />
function will have the property of being only a function of the lag variable t. We also compute the<br />
average of the spectra computed for many runs with different initial conditions in order to view<br />
the distribution of frequency.<br />
2-095<br />
FORCE CHAINS IN SEISMOGENIC FAULTS VISUALIZED WITH PHOTOELASTIC<br />
GRANULAR SHEAR EXPERIMENTS Hayman NW, and Daniels KE<br />
Natural faults have many granular characteristics, including granular fault rocks and<br />
spatiotemporal patterns of slip behaviors akin to granular systems. We present experimental<br />
results which provide insight into granular behavior in natural faults. The experiments allow us to<br />
directly image force chains within a deforming granular media through the use of photoelastic<br />
particles. The apparatus consists of a spring-pulled slider block which deforms a photoelastic<br />
granular aggregate at a constant velocity. Particles that carry more of the load appear brighter<br />
when viewed through crossed polarizers, making the internal stresses optically accessible. The<br />
resulting pattern is a branched, anisotropic force chain network inclined to the shear zone<br />
boundaries. Under both constant-volume and dilational boundary conditions, deformation occurs<br />
predominantly through stick-slip displacements and corresponding force drops. The particle<br />
motion and force chain changes associated with the deformation can either be localized to the<br />
central slip zone or span the system. The sizes of the experimental slip events are observed to have<br />
power-law (Gutenberg-Richter-like) distributions; a particle scale controls the lower limits of the<br />
power-law distributions. For large drops in pulling force with slip, the power-law tail of the size<br />
distributions is strongly affected by the choice of boundary condition. For small force drops the<br />
probability distributions are approximately independent of boundary condition. These sizedependent<br />
variations in stick-slip behavior correspond to changes in the force chain network: on<br />
average, small events correspond to local force chain or particle rearrangements, whereas large<br />
events correspond to system-spanning force chain changes and/or particle-slip. Such force chain<br />
behavior may be responsible for similar size-dependent behaviors of natural faults.<br />
2-096<br />
PORE PRESSURE OSCILLATIONS ENHANCE PERMEABILITY IN THE<br />
LABORATORY Elkhoury JE, Niemeijer AR, Brodsky EE, and Marone CJ<br />
Shaking produced by earthquakes triggers other distant and not so distant earthquakes [Hill et a.,<br />
l1993,Felzer and Brodsky 2006]. It also increases stream flows and spring discharges and even<br />
enhances oil production [Rojstaczer and Wolf 1992, Manga et al., 2003, Beresnev and Johnson 1994].<br />
These observations have been explained by an increase in permeability. If this effect is harnessed<br />
and engineered, it would have major impacts on oil recovery and environmental engineering<br />
[Beresnev and Johnson 1994]. Recent observations show that indeed seismic waves from<br />
earthquakes can triple the effective permeability in natural systems [Elkhoury et al., 2006]. Here we<br />
present the first experimental evidence of permeability increases in fractured rock samples subject<br />
to dynamic stresses. We oscillate the pore pressure through a rock with a fracture and measure the<br />
192 | Southern California Earthquake Center