Stress Triggering in Thrust and Subduction Earthquakes and Stress
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The 2018 Mw 7.5 Palu Earthquake: a Supershear Rupture Event Constrained by Insar and Broadband Regional Seismograms
remote sensing Article The 2018 Mw 7.5 Palu Earthquake: A Supershear Rupture Event Constrained by InSAR and Broadband Regional Seismograms Jin Fang 1, Caijun Xu 1,2,3,* , Yangmao Wen 1,2,3 , Shuai Wang 1, Guangyu Xu 1, Yingwen Zhao 1 and Lei Yi 4,5 1 School of Geodesy and Geomatics, Wuhan University, Wuhan 430079, China; [email protected] (J.F.); [email protected] (Y.W.); [email protected] (S.W.); [email protected] (G.X.); [email protected] (Y.Z.) 2 Key Laboratory of Geospace Environment and Geodesy, Ministry of Education, Wuhan University, Wuhan 430079, China 3 Collaborative Innovation Center of Geospatial Technology, Wuhan University, Wuhan 430079, China 4 Key Laboratory of Comprehensive and Highly Efficient Utilization of Salt Lake Resources, Qinghai Institute of Salt Lakes, Chinese Academy of Sciences, Xining 810008, China; [email protected] 5 Qinghai Provincial Key Laboratory of Geology and Environment of Salt Lakes, Qinghai Institute of Salt Lakes, Chinese Academy of Sciences, Xining 810008, China * Correspondence: [email protected]; Tel.: +86-27-6877-8805 Received: 4 April 2019; Accepted: 29 May 2019; Published: 3 June 2019 Abstract: The 28 September 2018 Mw 7.5 Palu earthquake occurred at a triple junction zone where the Philippine Sea, Australian, and Sunda plates are convergent. Here, we utilized Advanced Land Observing Satellite-2 (ALOS-2) interferometry synthetic aperture radar (InSAR) data together with broadband regional seismograms to investigate the source geometry and rupture kinematics of this earthquake. Results showed that the 2018 Palu earthquake ruptured a fault plane with a relatively steep dip angle of ~85◦. -
Foreshock Sequences and Short-Term Earthquake Predictability on East Pacific Rise Transform Faults
NATURE 3377—9/3/2005—VBICKNELL—137936 articles Foreshock sequences and short-term earthquake predictability on East Pacific Rise transform faults Jeffrey J. McGuire1, Margaret S. Boettcher2 & Thomas H. Jordan3 1Department of Geology and Geophysics, Woods Hole Oceanographic Institution, and 2MIT-Woods Hole Oceanographic Institution Joint Program, Woods Hole, Massachusetts 02543-1541, USA 3Department of Earth Sciences, University of Southern California, Los Angeles, California 90089-7042, USA ........................................................................................................................................................................................................................... East Pacific Rise transform faults are characterized by high slip rates (more than ten centimetres a year), predominately aseismic slip and maximum earthquake magnitudes of about 6.5. Using recordings from a hydroacoustic array deployed by the National Oceanic and Atmospheric Administration, we show here that East Pacific Rise transform faults also have a low number of aftershocks and high foreshock rates compared to continental strike-slip faults. The high ratio of foreshocks to aftershocks implies that such transform-fault seismicity cannot be explained by seismic triggering models in which there is no fundamental distinction between foreshocks, mainshocks and aftershocks. The foreshock sequences on East Pacific Rise transform faults can be used to predict (retrospectively) earthquakes of magnitude 5.4 or greater, in narrow spatial and temporal windows and with a high probability gain. The predictability of such transform earthquakes is consistent with a model in which slow slip transients trigger earthquakes, enrich their low-frequency radiation and accommodate much of the aseismic plate motion. On average, before large earthquakes occur, local seismicity rates support the inference of slow slip transients, but the subject remains show a significant increase1. In continental regions, where dense controversial23. -
Seismic Resilience Report Is Located on the Seismic Resilience Sharepoint Site
REPORT SEISMIC RESILIENCE FIRST BIENNIAL REPORT The Metropolitan Water District of Southern California 700 N. Alameda Street, Los Angeles, California 90012 Report No. 1551 February 2018 The Metropolitan Water District of Southern California Seismic Resilience First Biennial Report SEISMIC RESILIENCE FIRST BIENNIAL REPORT Prepared By: The Metropolitan Water District of Southern California 700 North Alameda Street Los Angeles, California 90012 Report Number 1551 February 2018 Report No. 1551 – February 2018 iii The Metropolitan Water District of Southern California Seismic Resilience First Biennial Report Copyright © 2018 by The Metropolitan Water District of Southern California. The information provided herein is for the convenience and use of employees of The Metropolitan Water District of Southern California (MWD) and its member agencies. All publication and reproduction rights are reserved. No part of this publication may be reproduced or used in any form or by any means without written permission from The Metropolitan Water District of Southern California. Any use of the information by any entity other than Metropolitan is at such entity's own risk, and Metropolitan assumes no liability for such use. Prepared under the direction of: Gordon Johnson Chief Engineer Prepared by: Robb Bell Engineering Services Don Bentley Water Resource Management Winston Chai Engineering Services David Clark Engineering Services Greg de Lamare Engineering Services Ray DeWinter Administrative Services Edgar Fandialan Water Resource Management Ricardo Hernandez -
Common Dependence on Stress for the Two Fundamental Laws of Statistical Seismology
Vol 462 | 3 December 2009 | doi:10.1038/nature08553 LETTERS Common dependence on stress for the two fundamental laws of statistical seismology Cle´ment Narteau1, Svetlana Byrdina1,2, Peter Shebalin1,3 & Danijel Schorlemmer4 Two of the long-standing relationships of statistical seismology their respective aftershocks (JMA). To eliminate swarms of seismicity are power laws: the Gutenberg–Richter relation1 describing the in the different volcanic areas of Japan, we also eliminate all after- earthquake frequency–magnitude distribution, and the Omori– shock sequences for which the geometric average of the times from Utsu law2 characterizing the temporal decay of aftershock rate their main shocks is larger than 4 hours. Thus, we remove spatial following a main shock. Recently, the effect of stress on the slope clusters of seismicity for which no clear aftershock decay rate exist. (the b value) of the earthquake frequency–magnitude distribution In order to avoid artefacts arising from overlapping records, we was determined3 by investigations of the faulting-style depen- focus on aftershock sequences produced by intermediate-magnitude dence of the b value. In a similar manner, we study here aftershock main shocks, disregarding the large ones. For the same reason, we sequences according to the faulting style of their main shocks. We consider only the larger aftershocks and we stack them according to show that the time delay before the onset of the power-law after- the main-shock time to compensate for the small number of events in shock decay rate (the c value) is on average shorter for thrust main each sequence. Practically, two ranges of magnitudeÂÃ have to be M M shocks than for normal fault earthquakes, taking intermediate definedÂÃ for main shocks and aftershocks, Mmin, Mmax and A A values for strike-slip events. -
Stochastic Characterization and Decision Bases Under Time-Dependent Aftershock Risk in Performance-Based Earthquake Engineering
Department of Civil and Environmental Engineering Stanford University STOCHASTIC CHARACTERIZATION AND DECISION BASES UNDER TIME-DEPENDENT AFTERSHOCK RISK IN PERFORMANCE-BASED EARTHQUAKE ENGINEERING by Gee Liek Yeo and C. Allin Cornell Report No. 149 April 2005 The John A. Blume Earthquake Engineering Center was established to promote research and education in earthquake engineering. Through its activities our understanding of earthquakes and their effects on mankind’s facilities and structures is improving. The Center conducts research, provides instruction, publishes reports and articles, conducts seminar and conferences, and provides financial support for students. The Center is named for Dr. John A. Blume, a well-known consulting engineer and Stanford alumnus. Address: The John A. Blume Earthquake Engineering Center Department of Civil and Environmental Engineering Stanford University Stanford CA 94305-4020 (650) 723-4150 (650) 725-9755 (fax) [email protected] http://blume.stanford.edu ©2005 The John A. Blume Earthquake Engineering Center STOCHASTIC CHARACTERIZATION AND DECISION BASES UNDER TIME-DEPENDENT AFTERSHOCK RISK IN PERFORMANCE-BASED EARTHQUAKE ENGINEERING Gee Liek Yeo April 2005 °c Copyright by Gee Liek Yeo 2005 All Rights Reserved ii Preface This thesis addresses the broad role of aftershocks in the Performance-based Earthquake Engineering (PBEE) process. This is an area which has, to date, not received careful scrutiny nor explicit quantitative analysis. I begin by introducing Aftershock Probabilistic Seismic Hazard Analysis (APSHA). APSHA, similar to conventional mainshock PSHA, is a procedure to characterize the time- varying aftershock ground motion hazard at a site. I next show a methodology to quantify, in probabilistic terms, the multi-damage-state capacity of buildings in di®erent post-mainshock damage states. -
Secondary Aftershocks and Their Importance for Aftershock Forecasting by Karen R
Bulletin of the Seismological Society of America, Vol. 93, No. 4, pp. 1433–1448, August 2003 Secondary Aftershocks and Their Importance for Aftershock Forecasting by Karen R. Felzer, Rachel E. Abercrombie, and Go¨ran Ekstro¨m Abstract The potential locations of aftershocks, which can be large and damag- ing, are often forecast by calculating where the mainshock increased stress. We find, however, that the mainshock-induced stress field is often rapidly altered by after- shock-induced stresses. We find that the percentage of aftershocks that are secondary aftershocks, or aftershocks triggered by previous aftershocks, increases with time after the mainshock. If we only consider aftershock sequences in which all after- shocks are smaller than the mainshock, the percentage of aftershocks that are sec- ondary also increases with mainshock magnitude. Using the California earthquake catalog and Monte Carlo trials we estimate that on average more than 50% of after- shocks produced 8 or more days after M Ն5 mainshocks, and more than 50% of all aftershocks produced by M Ն7 mainshocks that have aftershock sequences lasting at least 15 days, are triggered by previous aftershocks. These results suggest that previous aftershock times and locations may be important predictors for new after- shocks. We find that for four large aftershock sequences in California, an updated forecast method using previous aftershock data (and neglecting mainshock-induced stress changes) can outperform forecasts made by calculating the static Coulomb stress change induced solely by the mainshock. Introduction It has long been observed that aftershocks may produce sequence. We also show that while the exact factors that their own aftershocks, commonly known as secondary af- determine aftershock location may be many and complex, tershocks (Richter, 1958). -
The Application of the Modified Form of Bath's Law to the North Anatolian Fault Zone
The application of the modified form of B˚ath’s law to the North Anatolian Fault Zone S E Yalcin, M L Kurnaz Department of Physics, Bogazici University , 34342 Bebek, Istanbul, Turkey E-mail: [email protected] E-mail: [email protected] Abstract. Earthquakes and aftershock sequences follow several empirical scaling laws: One of these laws is B˚ath’s law for the magnitude of the largest aftershock. In this work, Modified Form of B˚ath’s Law and its application to KOERI data have been studied. B˚ath’s law states that the differences in magnitudes between mainshocks and their largest detected aftershocks are approximately constant, independent of the magnitudes of mainshocks and it is about 1.2. In the modified form of B˚ath’s law for a given mainshock we get the inferred largest aftershock of this mainshock by using an extrapolation of the Gutenberg-Richter frequency-magnitude statistics of the aftershock sequence. To test the applicability of this modified law, 6 large earthquakes that occurred in Turkey between 1950 and 2004 with magnitudes equal to or greater than 6.9 have been considered. These earthquakes take place on the North Anatolian Fault Zone. Additionally, in this study the partitioning of energy during a mainshock- aftershock sequence was also calculated in two different ways. It is shown that most of the energy is released in the mainshock. The constancy of the differences in magnitudes between mainshocks and their largest aftershocks is an indication of scale-invariant behavior of aftershock sequences. 1. INTRODUCTION An earthquake is a sudden and sometimes catastrophic movement of a part of the Earth’s surface [1]. -
Lecture 6: Seismic Moment
Earthquake source mechanics Lecture 6 Seismic moment GNH7/GG09/GEOL4002 EARTHQUAKE SEISMOLOGY AND EARTHQUAKE HAZARD Earthquake magnitude Richter magnitude scale M = log A(∆) - log A0(∆) where A is max trace amplitude at distance ∆ and A0 is at 100 km Surface wave magnitude MS MS = log A + α log ∆ + β where A is max amp of 20s period surface waves Magnitude and energy log Es = 11.8 + 1.5 Ms (ergs) GNH7/GG09/GEOL4002 EARTHQUAKE SEISMOLOGY AND EARTHQUAKE HAZARD Seismic moment ß Seismic intensity measures relative strength of shaking Moment = FL F locally ß Instrumental earthquake magnitude provides measure of size on basis of wave Applying couple motion L F to fault ß Peak values used in magnitude determination do not reveal overall power of - two equal & opposite forces the source = force couple ß Seismic Moment: measure - size of couple = moment of quake rupture size related - numerical value = product of to leverage of forces value of one force times (couples) across area of fault distance between slip GNH7/GG09/GEOL4002 EARTHQUAKE SEISMOLOGY AND EARTHQUAKE HAZARD Seismic Moment II Stress & ß Can be applied to strain seismogenic faults accumulation ß Elastic rebound along a rupturing fault can be considered in terms of F resulting from force couples along and across it Applying couple ß Seismic moment can be to fault determined from a fault slip dimensions measured in field or from aftershock distributions F a analysis of seismic wave properties (frequency Fault rupture spectrum analysis) and rebound GNH7/GG09/GEOL4002 EARTHQUAKE SEISMOLOGY -
Faulting Characteristics of Supershear Earthquakes
TECTO-124954; No of Pages 10 Tectonophysics xxx (2010) xxx–xxx Contents lists available at ScienceDirect Tectonophysics journal homepage: www.elsevier.com/locate/tecto Faulting characteristics of supershear earthquakes Michel Bouchon a,⁎, Hayrullah Karabulut b, Marie-Paule Bouin c, Jean Schmittbuhl d, Martin Vallée e, Ralph Archuleta f, Shamita Das g, François Renard a, David Marsan h a Centre National de la Recherche Scientifique and Université Joseph Fourier, Grenoble, France b Kandilli Observatory and Earthquake Research Institute, Istanbul, Turkey c Observatoire Volcanologique de Guadeloupe, Guadeloupe, France d Centre National de la Recherche Scientifique and Université de Strasbourg, Strasbourg, France e Géosciences Azur, Université de Nice, Nice, France f Department of Earth Science, University of California, Santa Barbara, CA, United States g Department of Earth Sciences, University of Oxford, Oxford, UK h Université de Savoie, Chambery, France article info abstract Article history: Recent observations of large continental strike-slip earthquakes show that different fault segments may Received 21 October 2009 rupture at different speeds and that rupture may propagate faster than the shear wave velocity of Received in revised form 7 June 2010 surrounding rocks. We report that all the documented occurrences of supershear rupture are associated with Accepted 16 June 2010 faults which have simple geometry. The surface trace of these faults is described in the field or seen on Available online xxxx satellite images as remarkably linear, continuous and narrow. Segmentation features along these segments are small or absent and the deformation is highly localized. As theoretically predicted, supershear is clearly Keywords: Earthquake rupture associated with Mode II rupture. -
Seismic Constraints and Coulomb Stress Changes of a Blind Thrust Fault System, 1: Coalinga and Kettleman Hills, California
Seismic Constraints and Coulomb Stress Changes of a Blind Thrust Fault System, 1: Coalinga and Kettleman Hills, California By Jian Lin1 and Ross S. Stein2 2006 Open-File Report 2006–1149 1 Woods Hole Oceanographic Institution, Woods Hole, Mass. 2 U.S. Geological Survey, Menlo Park, Calif. U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior Dirk Kempthorne, Secretary U.S. Geological Survey P. Patrick Leahy, Acting Director U.S. Geological Survey, Reston, Virginia 2006 Revised and reprinted: 2006 For product and ordering information: World Wide Web: http://www.usgs.gov/pubprod/ Telephone: 1-888-ASK-USGS For more information on the USGS—the Federal source for science about the Earth, its natural and living resources, natural hazards, and the environment: World Wide Web: http://www.usgs.gov/ Telephone: 1-888-ASK-USGS Suggested citation: Lin, J., and Stein, R.S., 2006, Seismic constraints and Coulomb stress changes of a blind thrust fault system, 1: Coalinga and Kettleman Hills, California: U.S. Geological Survey Open-File Report 2006-1149 17 p [available on the World Wide Web at URL http://pubs.usgs.gov/of/2006/1149/ ]. Any use of trade, product, or firm names is for descriptive purposes only and does not imply endorsement by the U.S. Government. Although this report is in the public domain, permission must be secured from the individual copyright owners to reproduce any copyrighted material contained within this report. 2 Summary This report reviews the seismicity and surface ruptures associated with the 1982-1985 earthquake sequence in the Coalinga region in California, and the role of Coulomb stress in triggering the mainshock sequence and aftershocks. -
Loss Estimates for a Puente Hills Blind-Thrust Earthquake in Los Angeles, California
Loss Estimates for a Puente Hills Blind-Thrust Earthquake in Los Angeles, California a) b) c) Edward H. Field, M.EERI, Hope A. Seligson, M.EERI, Nitin Gupta, c) c) d) Vipin Gupta, Thomas H. Jordan, and Kenneth W. Campbell, M.EERI Based on OpenSHA and HAZUS-MH, we present loss estimates for an earthquake rupture on the recently identified Puente Hills blind-thrust fault beneath Los Angeles. Given a range of possible magnitudes and ground mo- tion models, and presuming a full fault rupture, we estimate the total eco- nomic loss to be between $82 and $252 billion. This range is not only con- siderably higher than a previous estimate of $69 billion, but also implies the event would be the costliest disaster in U.S. history. The analysis has also pro- vided the following predictions: 3,000–18,000 fatalities, 142,000–735,000 displaced households, 42,000–211,000 in need of short-term public shelter, and 30,000–99,000 tons of debris generated. Finally, we show that the choice of ground motion model can be more influential than the earthquake magni- tude, and that reducing this epistemic uncertainty (e.g., via model improve- ment and/or rejection) could reduce the uncertainty of the loss estimates by up to a factor of two. We note that a full Puente Hills fault rupture is a rare event (once every ϳ3,000 years), and that other seismic sources pose signifi- cant risk as well. [DOI: 10.1193/1.1898332] INTRODUCTION Recent seismologic and geologic studies have revealed a dangerous fault system, the Puente Hills blind thrust, buried directly beneath Los Angeles, California (Shaw and Shearer 1999, Shaw et al. -
Objectives the Multiple Large Blind Thrust Faults Capable of Generating
Objectives The multiple large blind thrust faults capable of generating large-magnitude earthquakes that underlie the Los Angeles metropolitan area represent one of the most critical seismic risks in southern California [Dolan et al., 1995; Shaw et al., 2002; Dolan et al., 2003; Field et al., 2005]. Despite this recognition, as well as significant advances in documenting the earthquake history, geometry, and slip rates on these structures, we still do not fully understand how coseismic deformation is manifest at the surface above these blind thrusts in large-magnitude events. The July 21, 1952 Mw 7.3 Kern County earthquake was generated by a multi- segment rupture of an ~50-km-long section of the White Wolf fault, a major south- dipping thrust fault beneath the southernmost San Joaquin Valley and western Tehachapi Mountains [Steinbrugge and Moran, 1954; Jenkins and Oakeshott, 1955; Bolt, 1978; Stein and Thatcher, 1981; Wallace and Junkyoung, 1989; Dreger and AOI Figure 1. Regional setting of study area, with quaternary faults (red), seismicity (purple), and coseismic deformation associated with the 1952 Kern County Earthquake denoted. Location of the main area of focus for this study (yellow) is highlighted. Savage, 1999]. While the eastern half of the 1952 rupture generated small- displacement surface rupture (~1m offset), the western half of the rupture, including the location of the hypocenter, occurred as a blind thrust event [Jenkins and Oakeshott, 1955] (Figure 1). As such, it presents a unique opportunity to relate the observed coseismic surface deformation pattern associated with a large blind thrust earthquake to the geometry and location of folding related to previous events in the subsurface, thus informing our ability to infer this relationship more confidently for other blind thrusts for which coseismic deformation has not yet occurred in the historic era, or for which the acquisition of such data is difficult due to circumstances of geologic conditions or land use.