The ANSS event ID is nm603116 and the event page is at https://earthquake.usgs.gov/earthquakes/eventpage/nm603116/executive.
1987/06/10 23:48:53 38.71 -87.95 4.6 4.96 Illinois
USGS/SLU Moment Tensor Solution
ENS 1987/06/10 23:48:53:0 38.710 -87.950 4.6 5.0 Illinois
Stations used:
Filtering commands used:
Best Fitting Double Couple
Mo = 3.47e+23 dyne-cm
Mw = 4.96
Z = 10 km
Plane Strike Dip Rake
NP1 40 76 159
NP2 135 70 15
Principal Axes:
Axis Value Plunge Azimuth
T 3.47e+23 24 356
N 0.00e+00 65 187
P -3.47e+23 4 88
Moment Tensor: (dyne-cm)
Component Value
Mxx 2.86e+23
Mxy -2.88e+22
Mxz 1.30e+23
Myy -3.44e+23
Myz -3.24e+22
Mzz 5.77e+22
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########### T #############-
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----------##################------------
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-------------#############-------------- P
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Global CMT Convention Moment Tensor:
R T P
5.77e+22 1.30e+23 3.24e+22
1.30e+23 2.86e+23 2.88e+22
3.24e+22 2.88e+22 -3.44e+23
Details of the solution is found at
http://www.eas.slu.edu/eqc/eqc_mt/MECH.NA/19870610234853/index.html
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STK = 135
DIP = 70
RAKE = 15
MW = 4.96
HS = 10
The NDK file is 19870610234853.ndk
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Older earthquake were studied using analog seismograms, which were digitized and analyzed. The original data are not longer available. However focal mechanism solutions based on the waveforms are given in published literature. At the same time, a given earthquake may have been analyzed independently, and the reference is given here.
For this earthquake the source reference is the following:
Taylor, K. B., R. B. Herrmann, M. W. Hamburger, G. L. Pavlis, A. Johnston, C. Langer and C. Lam (1989). The southeastern Illinois earthquake of 10 June 1987, Seism. Res. Letters 60, 101-110.
The CUS model used for the waveform synthetic seismograms and for the surface wave eigenfunctions and dispersion is as follows (The format is in the model96 format of Computer Programs in Seismology).
MODEL.01 CUS Model with Q from simple gamma values ISOTROPIC KGS FLAT EARTH 1-D CONSTANT VELOCITY LINE08 LINE09 LINE10 LINE11 H(KM) VP(KM/S) VS(KM/S) RHO(GM/CC) QP QS ETAP ETAS FREFP FREFS 1.0000 5.0000 2.8900 2.5000 0.172E-02 0.387E-02 0.00 0.00 1.00 1.00 9.0000 6.1000 3.5200 2.7300 0.160E-02 0.363E-02 0.00 0.00 1.00 1.00 10.0000 6.4000 3.7000 2.8200 0.149E-02 0.336E-02 0.00 0.00 1.00 1.00 20.0000 6.7000 3.8700 2.9020 0.000E-04 0.000E-04 0.00 0.00 1.00 1.00 0.0000 8.1500 4.7000 3.3640 0.194E-02 0.431E-02 0.00 0.00 1.00 1.00