Presented as a poster to the American Geophysical Union Fall Meeting, San Francisco, Calif., December 9, 1994.
Aftershocks of the 17 Jan 1994 Northridge earthquake have the spatial sampling needed to image local structures at a resolution comparable to the average distance between the events.
Preliminary results show the potential of aftershock stacked sections in defining major reflectors in two and three dimensions below San Fernando Valley.
Map showing the Northridge main shock and aftershocks having M>3.0, and
the ten lines of overlapping common midpoints we stacked into.
(PDF file available.)
Preprocessing of the data prior to stacking consisted of bandpass filtering (10-40 Hz) and trace equalization.
Stacks assume a constant crustal velocity of 6 km/s using the first 15 s of all records within 200 km distance.
Midpoints are projected up to 110 km perpendicular to each line, and stacked into one trace.
Datum is at sea level.
The following figures show two S-N and one W-E stack.
While one could not identify likely structures by looking at just one
stack, the Moho and crustal structures near the base of the seismogenic
zone persist from stack to stack.

South-North Aftershock Stack Nos. 1 and 2

South-North Aftershock Stack Nos. 3 and 4

South-North Aftershock Stack No. 5

East-West Aftershock Stack Nos. 6 and 7

East-West Aftershock Stack Nos. 8 and 9

East-West Aftershock Stack No. 10
A reflective portion of the crust, between 5-7 s, hints at the location of what we call the 18 km Reflector. Also, strong reflections at about 10 s hint at the location of Moho near 30 km.

Aftershock stacked sections enable us to test the existence of major structures
defined by balanced cross-sections. For example, compare the locations of the
18 km Reflector and of the Elysian Park Thrust on the recent cross-section of
Davis and Namson (1994), above.
2) CMP aftershock stacks depict major structures and show the potential of this approach to define the existence and location of possible blind thrust faults.
3) CMP aftershock stacks will yield structural information to test balanced cross-sections and complement tomographic results.
4) Further work will focus on statistical validity of the structures, signal conditioning, velocity analysis, and pre-stack migration.
5) We will also obtain portable-station data from San Fernando Valley, at least doubling our data volume and including near-vertical reflections.
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