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Annual Meeting - SCEC.org

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Poster Abstracts<br />

THE EFFECTS OF STATIC COULOMB, NORMAL AND SHEAR STRESS CHANGES ON EARTHQUAKE<br />

OCCURRENCE IN SOUTHERN CALIFORNIA (B-103)<br />

A.E. Strader and D.D. Jackson<br />

Deng & Sykes (1997) found a strong correlation between receiver earthquake location and positive increase in Coulomb stress<br />

(ΔCFF). Assuming a coefficient of friction of 0.6, and resolving stresses onto assumed fault planes with uniform orientation<br />

parallel to average Pacific-North American plate motion, they found that only 15% of receiver earthquakes occur in “stress<br />

shadows” where the Coulomb stress change should impede faulting. We extended their study by adding two source<br />

earthquakes (Hector Mine, 1999 and El Mayor-Cucupah, 2010), and calculating the stress changes at the locations of 134<br />

receiver earthquakes with magnitude 4.4 and greater after 1999. We examined shear stress, normal stress, and Coulomb stress,<br />

resolving stresses onto four different hypothetical fault planes: optimally oriented planes, a weighted average of nearby faultplane<br />

orientations, and the two nodal planes of weighed average moment tensors of nearby earthquakes. We also computed<br />

shear, normal, and Coulomb stress histories oriented according to the four choices of fault orientation., and we tested the<br />

effect of total stress change on receiver earthquake magnitude.<br />

Our chi square test results indicate that, with 95% confidence, receiver earthquakes do not tend to avoid stress shadows, and<br />

that the choice of plane onto which stress is resolved does not affect the result. On average, 39% of earthquakes occur at the<br />

time of maximum stress at the event location, with no significant variation depending on the choice of rupture plane or type of<br />

stress change. We found no correlation between earthquake magnitude and total stress change at the events’ locations. These<br />

results suggest that instantaneous cumulative Coulomb stress, as we and Deng & Sykes modeled it, does not strongly control<br />

the locations of future earthquakes. The lack of correlation between Coulomb stress change and magnitude suggests that<br />

modeled Coulomb stress change does not control the size of earthquakes once they nucleate.<br />

EVALUATING THE RELATIONSHIP BETWEEN LATERAL SLIP AND REPEATED FOLD DEFORMATION<br />

ALONG A TRANSTENSIVE STEP-OVER ON THE SAN ANDREAS FAULT AT THE FRAZIER MOUNTAIN<br />

SITE (A-139)<br />

A.R. Streig and R.J. Weldon<br />

Transtensive step-overs known as sags are among the most ubiquitous features of strike slip faults. These structures create<br />

closed depressions that collect sediment, are often wet and thus preserve <strong>org</strong>anic material that can be used to date the section.<br />

It is clear from historical ruptures that these depressions grow incrementally with each earthquake. We are developing<br />

methods to carefully document and separate individual folding events, and to relate the amount of folding to the amount of<br />

horizontal slip creating the sag, with the goal of generating slip per event chronologies. This will be useful as sags are often the<br />

best sites for preserving evidence of earthquake timing, and determining slip at these sites will eliminate ambiguity inherent<br />

in tying earthquake age data from micro-stratigraphic sites to nearby undated sites with good micro-geomorphic slip evidence.<br />

We apply this approach to the Frazier Mountain site on the Southern San Andreas fault.<br />

Approximately 20 trenches show the main active trace of the San Andreas fault right stepping ~30 m over ~100 m along strike<br />

producing two small synclinal sags that dramatically thicken the stratigraphic section. The northwest sag is about 50 m long,<br />

15 m wide, and the southwest sag measures 20 m long and 8 m wide. Frazier has yielded good earthquake chronologies, and<br />

relationships between fold deformation and surface fault rupture for the last 6 earthquakes. We observe that the degree of<br />

sagging in the synclines varies along strike for each feature, but that the ratio of fold deformation between earthquake<br />

horizons remains constant in both sags. The penultimate earthquake, E2, produced a depression that was infilled by gravel<br />

which was subsequently folded in the most recent earthquake in 1857. Fine-grained alluvial units overlie the gravel and fill the<br />

1857 depression such that the current surface is relatively horizontal. E2 has double the observed folding associated with the<br />

1857 event in the core of the NW syncline. Ratios of fold deformation between events are E2 = 2*E1, E6 = 3*E2, and E6 = 2*E3.<br />

We plan to model the folding to quantitatively assess the lateral offset, but to date we have only been able to establish<br />

minimum offset values (Scharer, Gibson, Weldon, Streig, this meeting). Qualitatively, the relative amounts of folding suggest<br />

all slip events are similar to 1857, which had ~5 meters slip at this site.<br />

238 | Southern California Earthquake Center

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