The Pegasus Bay aftershock sequence is the most recent aftershock sequence of the 2010 September 3 UTC moment magnitude (M-w) 7.1 Darfield earthquake in the Canterbury region of New Zealand. The Pegasus Bay aftershock sequence began on 2011 December 23 UTC with three events of M-w 5.4-5.9 located in the offshore region of Pegasus Bay, east of Christchurch city. We present a summary of key aspects of the sequence derived using various geophysical methods. Relocations carried out using double-difference tomography show a well-defined NNE-SSW to NE-SW series of aftershocks with most of the activity occurring at depths > 5 km and an average depth of similar to 10 km. Regional moment tensor solutions calculated for the Pegasus Bay sequence indicate that the vast majority (45 of 53 events) are reverse-faulting events with an average P-axis azimuth of 125 degrees. Strong-motion data inversion favours a SE-dipping fault plane for the largest event (M-w 5.9) with a slip patch of 18 km x 15 km and a maximum slip of 0.8 m at 3.5 km depth. Peak ground accelerations ranging up to 0.98 g on the vertical component were recorded during the sequence, and the largest event produced horizontal accelerations of 0.2-0.4 g in the Christchurch central business district. Apparent stress estimates for the two largest events are 1.1 MPa (M-w 5.9) and 0.2 MPa (M-w 5.8), which are compatible with global averages, although lower than other large events in the Canterbury aftershock sequence. Coulomb stress analysis indicates that previous large earthquakes in the Canterbury sequence generate Coulomb stress increases for the two events only at relatively shallow depths (3-5 km). At greater depths, Coulomb stress decreases are predicted at the locations of the two events. The trend of the aftershocks is similar to mapped reverse faults north of Christchurch, and the high number of reverse-faulting mechanisms suggests that similar reverse-faulting structures are present in the offshore region east of Christchurch.
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Minist Business Innovat & Employments Engn Adviso, New York, NY USA
Kestrel Grp Ltd, Wellington, New ZealandMinist Business Innovat & Employments Engn Adviso, New York, NY USA
Brunsdon, Dave
Hare, John
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Minist Business Innovat & Employments Engn Adviso, New York, NY USA
Holmes Consulting Grp, Christchurch, New ZealandMinist Business Innovat & Employments Engn Adviso, New York, NY USA
Hare, John
Stannard, Mike
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Minist Business Innovat & Employments Engn Adviso, New York, NY USA
Minist Business Innovat & Employment, Wellington, New ZealandMinist Business Innovat & Employments Engn Adviso, New York, NY USA
Stannard, Mike
Berryman, Kelvin
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GNS Sci & Nat Hazards Res Platform, Lower Hutt, New ZealandMinist Business Innovat & Employments Engn Adviso, New York, NY USA
Berryman, Kelvin
Beattie, Graeme
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Minist Business Innovat & Employments Engn Adviso, New York, NY USA
BRANZ, Judgeford, New ZealandMinist Business Innovat & Employments Engn Adviso, New York, NY USA
Beattie, Graeme
Traylen, Nick
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Minist Business Innovat & Employments Engn Adviso, New York, NY USA
Geotech Consulting Ltd, Christchurch, New ZealandMinist Business Innovat & Employments Engn Adviso, New York, NY USA
Traylen, Nick
[J].
BULLETIN OF THE NEW ZEALAND SOCIETY FOR EARTHQUAKE ENGINEERING,
2013,
46
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: 56
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