181614121086disallowablefrom frictionallock-updip > 75°n = 61DEXTRALallowable dextralGREENDALE FAULTfavorablyoriented45° 45°σ 1SINISTRALallowable sinistralfavorablyorienteddisallowablefrom frictionallock-up420030° 040° 050° 060° 070° 080° 090° 100° 110° 120° 130° 140° 150° 160° 170° 180° 190° 200°STRIKE AZIMUTH▲ ▲ Figure 6. Azimuthal distribution of nodal plane strikes for close-to-pure strike-slip CMT focal mechanisms (both planes dipping >75°)from the Canterbury earthquake sequence (GeoNet catalog http://www.geonet.org.nz), shown in relation to the inferred σ 1 direction.western termination the fault appears to transform into localareas of normal faulting to the north and reverse faulting to thesouth (Figure 4).While the dominant rupture in the 22 February aftershocksclearly involves dextral-reverse oblique slip, the subordinatesubvertical plane (080°/87° S) lying subparallel to theGreendale fault (Beavan et al. 2011, page 789 of this issue)is at close to the ideal Andersonian orientation for strike-slip.This part of the sequence may therefore represent competitionbetween inherited and newly formed fault segments. The twodiffuse aftershock lineaments trending 140°–155° (Figure 3)are appropriately oriented for left-lateral strike-slip on verticalfaults conjugate to the right-lateral Greendale fault with whichthey form a dihedral angle of ~ 50°–70°. Combining the CMTfocal mechanism (161°/67° WSW) with the fault model for the13 June M w 6.0 aftershock (153°/55° SW) suggests predominantlyleft-lateral strike-slip on a moderately-to-steeply dippingplane with the slip vector raking only 6°, not too dissimilar tothe ideal Andersonian relationship. However, the suggestionof a nonvertical rupture with a degree of oblique slip makes itlikely that rupturing involved the reactivation of an inheritedbasement structure. These arguments are explored further byexamining the distribution of strike azimuths, with respect tothe inferred σ 1 direction, of aftershock nodal planes for closeto-purestrike-slip CMT focal mechanisms (GeoNet catalog,http://www.geonet.org.nz) where both nodal planes dip >75°(Figure 6). Because of the ambiguity as to which nodal planerepresents the rupture plane, the distribution repeats at 90°intervals, separating potential dextral from potential sinistralstrike-slip faults. Theoretical and field studies suggest thatfaults containing the σ 2 direction undergo frictional lock-up at55°–60° to σ 1 (Collettini and Sibson 2001), reducing the allowablerange of strike-slip fault orientations. Potential strike-sliporientations are thus reduced to three categories: dark-shadedcolumns are inadmissible because of frictional lock-up; lightshadedcolumns are positively discriminated as either dextralor sinistral strike-slip ruptures; and moderate-shaded columnscould represent either dextral or sinistral strike-slip. Severalfeatures of the distribution are notable. First, despite its lengthand continuity, the Greendale fault trend is not dominant instrike-slip aftershock orientations. Moreover, a significant proportionof the positively discriminated mechanisms involvesinistral strike-slip on faults that commonly strike 135°–145°,conjugate to the dextral Greendale fault. However, by far thedominant azimuthal trend is 070° and/or 160°. Note first thatthese trends lie at ±45° to inferred σ 1 defining the orientationsof vertical planes with maximum shear stress, the expectedorientation for ductile shear zones developing in the basementbelow the brittle seismogenic crust (Figure 3). However, the070° trend also lies subparallel to the Hope fault and the presentinterplate slip vector, suggesting the possibility of somekinematic control.830 Seismological Research Letters Volume 82, Number 6 November/December 2011
DISCUSSIONThe 2010–2011 Canterbury earthquake sequence developedwithin a segmented fault system under an Andersonian wrenchstress regime (σ 1 : 0°/115° ± 5°; σ 2 : vertical; σ 3 : 0°/025° ± 5°)(Figure 3). Rupturing predominantly involved dextral strikeslipon subvertical E-W faults with varying degrees of reverseslipon differently oriented (mostly ENE-WSW) fault segments.Local normal and reverse slip faulting also occurred atstress heterogeneities at strike-slip rupture tips. Some rupturesclearly involve reactivation of inherited basement faults butother comparatively low-displacement structures may be newlyformed within the contemporary stress field.Subordinate SE-SSE trending aftershock lineamentsappear to represent a set of predominantly left-lateral strike-slipfaults conjugate to the main dextral structures (Figure 3). Theintersection angle of 50°–70° between the conjugate fault sets(±25°–35° to inferred σ 1 ) is consistent with Andersonian frictionalfault mechanics. Note that this Andersonian conjugaterelationship differs from the orthogonal relationship recognizedfor conjugate strike-slip faults in central Honshu, Japan,and southern California, which possibly reflects control of theactive brittle structures by orthogonal ductile shear zones inthe basement (Thatcher and Hill 1991).Analysis of the strike-slip focal mechanisms from theCanterbury sequence (Figure 6) suggests that the subordinateset of steep sinistral strike-slip faults may be quite widespread.This has significance for rupture segmentation because sinistraldisplacements along the conjugate faults will create contractionaljogs that impede slip along the main E-W dextral faults.In this regard, the 2010–2011 Canterbury sequence has similaritiesto the 2000 Western Tottori earthquake sequence insouthwestern Honshu. The Western Tottori M w 6.7 mainshockinvolved sinistral rupturing along a previously unrecognizedNNW-SSE strike-slip fault, but high-resolution aftershockmapping showed the mainshock lineament to be offset in aseries of contractional jogs by Andersonian conjugate dextralfaults (Fukuyama et al. 2003). As in the Canterbury sequence,such contractional jogs may act as high-strength asperitiesbecause ruptures bypassing them likely have to break throughcomparatively intact rock. It is notable that particularly highapparent stresses and ground accelerations are associated withthe intersection zone at the eastern end of the main E-W aftershockdistribution in the Canterbury sequence where the 22February M w 6.2 rupture is apparently cross-cut by the 13 JuneM w 6.0 rupture (Fry and Gerstenberger 2011, page 833 of thisissue).Overall, the fault system responsible for the Canterburyearthquake sequence appears to be controlled by the orientationof the tectonic stress field in the upper crust rather thanconforming with local plate boundary kinematics. On thisbasis the earthquakes can be regarded as intraplate eventsremote from the main Alpine-Marlborough fault systemdefining the onshore plate boundary. Continuance of conjugatefaulting has the important implication that displacementweakening leading to preferential failure has not yet reachedthe stage where one of the fault sets has become totally dominantand superseded the other. Amalgamation of inheritedand newly formed fault components of low total displacement,together with segmentation from the cross-cutting of the majorE-W dextral structures by conjugate left-lateral faults, has ledto a rough, immature fault system capable of generating highstress-drop ruptures.ACKNOWLEDGMENTSThe writers extend their thanks and appreciation to JohnBeavan, Stephen Bannister, and Martin Reyners for muchhelpful discussion and advice.REFERENCESAnderson, E. M. (1905). The dynamics of faulting. Transactions of theEdinburgh Geological Society 8, 387–402.Anderson, E. M. (1951). The Dynamics of Faulting and Dyke Formationwith Application to Britain. 2nd ed. Edinburgh: Oliver & Boyd,206 pp.Balfour, N. J., M. K. Savage, and J. Townend (2005). Stress and crustalanisotropy in Marlborough, New Zealand: Evidence for low faultstrength and structure-controlled anisotropy. Geophysical JournalInternational 163, 1,073–1,086.Bannister, S., B. Fry, M. Reyners, J. Ristau, and H. Zhang (2011).Fine-scale relocation of aftershocks of the 22 February M w 6.2Christchurch earthquake using double-difference tomography.Seismological Research Letters 82, 839–845.Barnes, P. M. (1994). Continental extension of the Pacific plate at thesouthern termination of the Hikurangi subduction zone: TheNorth Mernoo fault zone, offshore New Zealand. Tectonics 13,753–754.Barnhart, W., M. J. Willis, R. B. Lohman, and A. Melkonian (2011).InSAR and optical constraints on fault slip during the 2010–2011New Zealand earthquake sequence. Seismological Research Letters82, 815–823.Beavan, J., E. Fielding, M. Motagh, S. Samsonov, and N. Donnelly(2011). Fault location and slip distribution of the 22 February 2011M W 6.2 Christchurch, New Zealand, earthquake from geodeticdata. Seismological Research Letters 82, 789–799.Beavan, J., and J. Haines (2001). Contemporary horizontal velocityand strain-rate fields of the Pacific-Australia plate boundary zonethrough New Zealand. Journal of Geophysical Research 106, 741–770.Bennett, D., R. Brand, D. Francis, S. Langdale, C. Mills, B. Morris,and X. Tian (2000). Preliminary results of exploration in theonshore Canterbury Basin, New Zealand. New Zealand PetroleumConference Proceedings, 19–22 March 2000. Wellington, NZ:Crown Minerals, 12 pp. http://www.nzpam.govt.nz/cms/petroleum/conferences/conference-proceedings-2000.Collettini, C., and R. H. Sibson (2001). Normal faults, normal friction?Geology 29, 927–930.Cowie, P., and C. H. Scholz (1992). Growth of faults by accumulationof seismic slip. Journal of Geophysical Research 97, 11,085–11,095.Cox, S. C., and D. J. A. Barrell (2007). Geology of the Aoraki Area.Institute of Geological and Nuclear Sciences 1:250,000 geologicalmap 15, 1 sheet and 71 pp. Lower Hutt, New Zealand: GNSScience.Eberhart-Phillips, D., and S. Bannister (2002). Three-dimensionalcrustal structure in the Southern Alps region of New Zealand frominversion of local earthquake and active source data. Journal ofGeophysical Research 107; doi:10.1029/2001JB000567.Seismological Research Letters Volume 82, Number 6 November/December 2011 831
- Page 1:
Volume 82, Number 6 November/Decemb
- Page 7:
News and Notes (continued)Nominatio
- Page 11:
Preface to the Focused Issue on the
- Page 14 and 15:
TABLE 1Peak ground acceleration (PG
- Page 16 and 17:
▲▲Figure 2. A) Sketch of the
- Page 18 and 19:
▲▲Figure 4. A) Adopted moment r
- Page 20 and 21:
▲▲Figure 7. As in Figure 6 but
- Page 22 and 23:
▲ ▲ Figure 8. Misfit parameters
- Page 24 and 25:
▲ ▲ Figure 10. Spatial variabil
- Page 26 and 27: ▲ ▲ Figure 12. Standard spectra
- Page 28 and 29: Quigley, M., R. Van Dissen, P. Vill
- Page 30 and 31: slip on a 59-degree striking fault
- Page 32 and 33: ▲▲Figure 4. Convergence of inve
- Page 34 and 35: observations and other source studi
- Page 36 and 37: -42. 5-43. 0-43. 5-44. 0-44. 5-43.2
- Page 38 and 39: “Product CSK © ASI, (ItalianSpac
- Page 40 and 41: TABLE 2Solutions for fault location
- Page 42 and 43: -43.45(A)degrees N-43.50-43.552.52.
- Page 44 and 45: is still a good fit to the horizont
- Page 46 and 47: Coulomb Stress Change Sensitivity d
- Page 48 and 49: mation takes on a larger strike-sli
- Page 50 and 51: P 9.4267BLDU45P 20.1213CASY39P 2.62
- Page 52 and 53: ERMJNUMAJOINUJHJ2CBIJMIDWJOWYHNBTPU
- Page 54 and 55: (A)6.146.13(B)6.246.36Misfit6.156.1
- Page 56 and 57: (A)(B)(C)(D)▲▲Figure 10. The co
- Page 58 and 59: (A)(B)(C)(D)▲▲Figure 12. The co
- Page 60 and 61: Luo, Y., Y. Tan, S. Wei, D. Helmber
- Page 62 and 63: −44˚00' −43˚00'4-Sep-2010Mw 7
- Page 64 and 65: TABLE 1Pairs of SAR imagery used in
- Page 67 and 68: Depth (km)Coulomb Stress Change(bar
- Page 69 and 70: Crippen, R. E. (1992). Measurement
- Page 71 and 72: AlpineFaultHope Fault38 mm/yr0+ +-1
- Page 73 and 74: σ 1dσ 3Nuσ 3CM w 7.1dw 6.2u70°M
- Page 75: Right-lateral Faults(A) Range Front
- Page 79 and 80: Large Apparent Stresses from the Ca
- Page 81 and 82: ▲ ▲ Figure 2. Observed vs. pred
- Page 83 and 84: 10Obs SA(1s)AS1AS+SDAB 2006AB+SDSA(
- Page 85 and 86: Fine-scale Relocation of Aftershock
- Page 87 and 88: −43.25°OXZ0 10 20km−43.5°−4
- Page 89 and 90: A’0 km 4 8−43.5°B’B−43.6°
- Page 91 and 92: REFERENCESAvery, H. R., J. B. Berri
- Page 93 and 94: ▲ ▲ Figure 2. A) shows three-co
- Page 95 and 96: ▲ ▲ Figure 4. Vertical accelera
- Page 97 and 98: 0.8PRPC Z0.40Normalized (Max PGA +
- Page 99 and 100: Near-source Strong Ground MotionsOb
- Page 101 and 102: (A)Magnitude, M w876542009 NZdataba
- Page 103 and 104: Scale0.5 g5 seconds▲▲Figure 4.
- Page 105 and 106: (A)(B)Spectral Acc, Sa (g)North/Wes
- Page 107 and 108: Vertical-to-horizontal PGA ratio543
- Page 109 and 110: (A)(B)Station:CCCCSolid:AvgHorizDas
- Page 111 and 112: REFERENCESAagaard, B. T., J. F. Hal
- Page 113 and 114: ▲ ▲ Figure 1. Shear-wave veloci
- Page 115 and 116: Spectral Acceleration (0.3 s), (g)I
- Page 117 and 118: Spectral Acceleration (3 s), (g)In[
- Page 119 and 120: TABLE 1Mean (μ LLH ) and standard
- Page 121 and 122: Strong Ground Motions and Damage Co
- Page 123 and 124: ings and the Modified Takeda-Slip M
- Page 125 and 126: high, but there were no buildings d
- Page 127 and 128:
REFERENCES▲▲Figure 8. Heavily d
- Page 129 and 130:
(A)(B)(C)(D)(E)▲▲Figure 1. A) M
- Page 131 and 132:
(A) (B) (C)▲ ▲ Figure 3. A) Typ
- Page 133 and 134:
(A) (B) (C)▲ ▲ Figure 4. A) Typ
- Page 135 and 136:
Case StudyKey ParametersTABLE 1Key
- Page 137 and 138:
▲ ▲ Figure 9. Representative bu
- Page 139 and 140:
Soil Liquefaction Effects in the Ce
- Page 141 and 142:
▲ ▲ Figure 2. Representative su
- Page 143 and 144:
Location of structures illustrated
- Page 145 and 146:
Shading indicates areaover which pr
- Page 147 and 148:
1.8 deg15 cmGround cracking due to
- Page 149 and 150:
30 cm17 cm30 cmFoundation beam▲
- Page 151 and 152:
Comparison of Liquefaction Features
- Page 153 and 154:
(A)(B)▲▲Figure 2. A) Simplified
- Page 155 and 156:
(A)Acceleration (Gal)6004002000-200
- Page 157 and 158:
(A)(B)▲▲Figure 7. Distribution
- Page 159 and 160:
(A)(B)▲▲Figure 10. Damage to a
- Page 161 and 162:
(A)(B)▲ ▲ Figure 14. A) Subside
- Page 163 and 164:
▲▲Figure 17. A trench in a resi
- Page 165 and 166:
Ambient Noise Measurements followin
- Page 167 and 168:
▲▲Figure 1. Location of the noi
- Page 169 and 170:
▲▲Figure 5. Site N20 showing HV
- Page 171 and 172:
▲▲Figure 8. Comparison between
- Page 173 and 174:
Use of DCP and SASW Tests to Evalua
- Page 175 and 176:
▲ ▲ Figure 2. Aerial image of C
- Page 177 and 178:
(A)(B)▲▲Figure 4. DCP test bein
- Page 179 and 180:
▲▲Figure 7. SASW setup at a sit
- Page 181 and 182:
where X ~ N(μ X , σ X 2 ) is shor
- Page 183 and 184:
Using the same critical layers as s
- Page 185 and 186:
Performance of Levees (Stopbanks) d
- Page 187 and 188:
▲▲Figure 3. Typical geometry an
- Page 189 and 190:
TABLE 1Damage severity categories (
- Page 191 and 192:
(A)(B)▲▲Figure 6. A) Large sand
- Page 193 and 194:
(A)(B)▲▲Figure 8. A) Representa
- Page 195 and 196:
each of the Waimakariri River and a
- Page 197 and 198:
▲ ▲ Figure 2. Horizontal peak g
- Page 199 and 200:
only minor damage, mostly to their
- Page 201 and 202:
(A)(C)(B)▲▲Figure 5. Ferrymead
- Page 203 and 204:
(A)(B)▲▲Figure 7. Damage to sou
- Page 205 and 206:
(A)(B)▲▲Figure 11. Settlement o
- Page 207 and 208:
(A)(C)(B)▲▲Figure 14. Railway B
- Page 209 and 210:
Events Reconnaissance (GEER) Associ
- Page 211 and 212:
New PublicationsCanGeoRefThe Americ
- Page 213 and 214:
Wednesday, 18 AprilTechnical Sessio
- Page 215 and 216:
Verification of a Spectral-Element
- Page 217 and 218:
EASTERN SECTIONRESEARCH LETTERSReas
- Page 219 and 220:
(A)70°N100°W 60°W70°N(B)100°E1
- Page 221 and 222:
Mongolia SCRThe presence or absence
- Page 223 and 224:
the small horizontal relative motio
- Page 225 and 226:
80°100°120°140°EXPLANATIONBorde
- Page 227 and 228:
Chang, K. H. (1997). Korean peninsu
- Page 229 and 230:
Wheeler, R. L. (2008). Paleoseismic
- Page 231 and 232:
A significant outcome of this study
- Page 233 and 234:
TABLE 1 (continued)Earthquakes for
- Page 235 and 236:
▲▲Figure 2. Earthquakes used in
- Page 237 and 238:
Meeting CalendarM E E T I N GC A L
- Page 239 and 240:
201 Plaza Professional Bldg. • El
- Page 241 and 242:
Seismological Research Letters (SRL
- Page 243 and 244:
Christa von Hillebrandt-Andrade, Pr