Earthquake Triggering by Static, Dynamic, And
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Coulomb Stresses Imparted by the 25 March
LETTER Earth Planets Space, 60, 1041–1046, 2008 Coulomb stresses imparted by the 25 March 2007 Mw=6.6 Noto-Hanto, Japan, earthquake explain its ‘butterfly’ distribution of aftershocks and suggest a heightened seismic hazard Shinji Toda Active Fault Research Center, Geological Survey of Japan, National Institute of Advanced Industrial Science and Technology (AIST), site 7, 1-1-1 Higashi Tsukuba, Ibaraki 305-8567, Japan (Received June 26, 2007; Revised November 17, 2007; Accepted November 22, 2007; Online published November 7, 2008) The well-recorded aftershocks and well-determined source model of the Noto Hanto earthquake provide an excellent opportunity to examine earthquake triggering associated with a blind thrust event. The aftershock zone rapidly expanded into a ‘butterfly pattern’ predicted by static Coulomb stress transfer associated with thrust faulting. We found that abundant aftershocks occurred where the static Coulomb stress increased by more than 0.5 bars, while few shocks occurred in the stress shadow calculated to extend northwest and southeast of the Noto Hanto rupture. To explore the three-dimensional distribution of the observed aftershocks and the calculated stress imparted by the mainshock, we further resolved Coulomb stress changes on the nodal planes of all aftershocks for which focal mechanisms are available. About 75% of the possible faults associated with the moderate-sized aftershocks were calculated to have been brought closer to failure by the mainshock, with the correlation best for low apparent fault friction. Our interpretation is that most of the aftershocks struck on the steeply dipping source fault and on a conjugate northwest-dipping reverse fault contiguous with the source fault. -
Changes in Geyser Eruption Behavior and Remotely Triggered Seismicity in Yellowstone National Park Produced by the 2002 M 7.9 Denali Fault Earthquake, Alaska
Changes in geyser eruption behavior and remotely triggered seismicity in Yellowstone National Park produced by the 2002 M 7.9 Denali fault earthquake, Alaska S. Husen* Department of Geology and Geophysics, University of Utah, Salt Lake City, Utah 84112, USA R. Taylor National Park Service, Yellowstone Center for Resources, Yellowstone National Park, Wyoming 82190, USA R.B. Smith Department of Geology and Geophysics, University of Utah, Salt Lake City, Utah 84112, USA H. Healser National Park Service, Yellowstone Center for Resources, Yellowstone National Park, Wyoming 82190, USA ABSTRACT STUDY AREA Following the 2002 M 7.9 Denali fault earthquake, clear changes in geyser activity and The Yellowstone volcanic field, Wyoming, a series of local earthquake swarms were observed in the Yellowstone National Park area, centered in Yellowstone National Park (here- despite the large distance of 3100 km from the epicenter. Several geysers altered their after called ‘‘Yellowstone’’), is one of the larg- eruption frequency within hours after the arrival of large-amplitude surface waves from est silicic volcanic systems in the world the Denali fault earthquake. In addition, earthquake swarms occurred close to major (Christiansen, 2001; Smith and Siegel, 2000). geyser basins. These swarms were unusual compared to past seismicity in that they oc- Three major caldera-forming eruptions oc- curred simultaneously at different geyser basins. We interpret these observations as being curred within the past 2 m.y., the most recent induced by dynamic stresses associated with the arrival of large-amplitude surface waves. 0.6 m.y. ago. The current Yellowstone caldera We suggest that in a hydrothermal system dynamic stresses can locally alter permeability spans 75 km by 45 km (Fig. -
Improved Detection and Coulomb Stress Computations for Gas-Related, Shallow Seismicity, in the Western Sea of Marmara
1 Earth and Planetary Science Letters Archimer May 2019, Volume 513 Pages 113-123 https://doi.org/10.1016/j.epsl.2019.02.021 https://archimer.ifremer.fr https://archimer.ifremer.fr/doc/00484/59522/ Improved detection and Coulomb stress computations for gas-related, shallow seismicity, in the Western Sea of Marmara Tary Jean-Baptiste 1, * , Géli Louis 2, Lomax Anthony 3, Batsi Evangelia 2, Riboulot Vincent 2, Henry Pierre 4 1 Departamento de Geociencias, Universidad de los Andes, Bogotá, Colombia 2 Institut Français de Recherche pour l'Exploitation de la Mer (IFREMER), Marine Geosciences Research Unit, BP 70, 29280 Plouzané, France 3 ALomax Scientific, 320 Chemin des Indes, 06370, Mouans Sartoux, France 4 Aix Marseille University, CNRS, IRD, INRA, Collège de France, CEREGE, Aix-en-Provence, France * Corresponding author : Jean-Baptiste Tary, email address : [email protected] Abstract : The Sea of Marmara (SoM) is a marine portion of the North Anatolian Fault (NAF) and a portion of this fault that did not break during its 20th century earthquake sequence. The NAF in the SoM is characterized by both significant seismic activity and widespread fluid manifestations. These fluids have both shallow and deep origins in different parts of the SoM and are often associated with the trace of the NAF which seems to act as a conduit. On July 25th, 2011, a 5 strike-slip earthquake occurred at a depth of about 11.5 km, triggering clusters of seismicity mostly located at depths shallower than 5 km, from less than a few minutes up to more than 6 days after the mainshock. -
The Race to Seismic Safety Protecting California’S Transportation System
THE RACE TO SEISMIC SAFETY PROTECTING CALIFORNIA’S TRANSPORTATION SYSTEM Submitted to the Director, California Department of Transportation by the Caltrans Seismic Advisory Board Joseph Penzien, Chairman December 2003 The Board of Inquiry has identified three essential challenges that must be addressed by the citizens of California, if they expect a future adequately safe from earthquakes: 1. Ensure that earthquake risks posed by new construction are acceptable. 2. Identify and correct unacceptable seismic safety conditions in existing structures. 3. Develop and implement actions that foster the rapid, effective, and economic response to and recovery from damaging earthquakes. Competing Against Time Governor’s Board of Inquiry on the 1989 Loma Prieta Earthquake It is the policy of the State of California that seismic safety shall be given priority consideration in the allo- cation of resources for transportation construction projects, and in the design and construction of all state structures, including transportation structures and public buildings. Governor George Deukmejian Executive Order D-86-90, June 2, 1990 The safety of every Californian, as well as the economy of our state, dictates that our highway system be seismically sound. That is why I have assigned top priority to seismic retrofit projects ahead of all other highway spending. Governor Pete Wilson Remarks on opening of the repaired Santa Monica Freeway damaged in the 1994 Northridge earthquake, April 11, 1994 The Seismic Advisory Board believes that the issues of seismic safety and performance of the state’s bridges require Legislative direction that is not subject to administrative change. The risk is not in doubt. Engineering, common sense, and knowledge from prior earthquakes tells us that the consequences of the 1989 and 1994 earthquakes, as devastating as they were, were small when compared to what is likely when a large earthquake strikes directly under an urban area, not at its periphery. -
Lessons Learned from Oil Pipeline Natech Accidents and Recommendations for Natech Scenario Development
Lessons learned from oil pipeline natech accidents and recommendations for natech scenario development Final Report Serkan Girgin, Elisabeth Krausmann 2015 Report EUR 26913 EN European Commission Joint Research Centre Institute for the Protection and Security of the Citizen Contact information Elisabeth Krausmann Address: Joint Research Centre, Via E. Fermi 2749, 21027 Ispra (VA), Italy E-mail: [email protected] https://ec.europa.eu/jrc Legal Notice This publication is a Science and Policy Report by the Joint Research Centre, the European Commission’s in-house science service. It aims to provide evidence-based scientific support to the European policy-making process. The scientific output expressed does not imply a policy position of the European Commission. Neither the European Commission nor any person acting on behalf of the Commission is responsible for the use which might be made of this publication. Image credits: Trans-Alaska Pipeline on slider supports at the Denali Fault crossing: ©T Dawson, USGS JRC92700 EUR 26913 EN ISBN 978-92-79-43970-4 ISSN 1831-9424 doi:10.2788/20737 Luxembourg: Publications Office of the European Union, 2015 © European Union, 2015 Reproduction is authorised provided the source is acknowledged. Abstract Natural hazards can impact oil transmission pipelines with potentially adverse consequences on the population and the environment. They can also cause significant economic impacts to pipeline operators. Currently, there is only limited historical information available on the dynamics of natural hazard impact on pipelines and Action A6 of the EPCIP 2012 Programme aimed at shedding light on this issue. This report presents the findings of the second year of the study that focused on the analysis of onshore hazardous liquid transmission pipeline natechs, with special emphasis on natural hazard impact and damage modes, incident consequences, and lessons learned for scenario building. -
UCLA UCLA Electronic Theses and Dissertations
UCLA UCLA Electronic Theses and Dissertations Title An Improved Framework for the Analysis and Dissemination of Seismic Site Characterization Data at Varying Resolutions Permalink https://escholarship.org/uc/item/6p35w167 Author Ahdi, Sean Kamran Publication Date 2018 Supplemental Material https://escholarship.org/uc/item/6p35w167#supplemental Peer reviewed|Thesis/dissertation eScholarship.org Powered by the California Digital Library University of California UNIVERSITY OF CALIFORNIA Los Angeles An Improved Framework for the Analysis and Dissemination of Seismic Site Characterization Data at Varying Resolutions A dissertation submitted in partial satisfaction of the requirements for the degree Doctor of Philosophy in Civil Engineering by Sean Kamran Ahdi 2018 © Copyright by Sean Kamran Ahdi 2018 ABSTRACT OF THE DISSERTATION An Improved Framework for the Analysis and Dissemination of Seismic Site Characterization Data at Varying Resolutions by Sean Kamran Ahdi Doctor of Philosophy in Civil Engineering University of California, Los Angeles, 2018 Professor Jonathan Paul Stewart, Chair The most commonly used parameter for representing site conditions for ground motion studies is the time-averaged shear-wave velocity in the upper 30 m, or VS30. While it is preferred to compute VS30 from a directly measured shear-wave velocity (VS) profile using in situ geophysical methods, this information is not always available. One major application of VS30 is the development of ergodic site amplification models, for example as part of ground motion model (GMM) development projects, which require VS30 values for all sites. The first part of this dissertation (Chapters 2-4) addresses the development of proxy-based models for estimation of VS30 for application in subduction zone regions. -
Engineering Geology and Seismology for Public Schools and Hospitals in California
The Resources Agency California Geological Survey Michael Chrisman, Secretary for Resources Dr. John G. Parrish, State Geologist Engineering Geology and Seismology for Public Schools and Hospitals in California to accompany California Geological Survey Note 48 Checklist by Robert H. Sydnor, Senior Engineering Geologist California Geological Survey www.conservation.ca.gov/cgs July 1, 2005 316 pages Engineering Geology and Seismology performance–based analysis, diligent subsurface for Public Schools and Hospitals sampling, careful reading of the extensive geologic in California literature, thorough knowledge of the California Building Code, combined with competent professional geological work. by Robert H. Sydnor Engineering geology aspects of hospital and public California Geological Survey school sites include: regional geology, regional fault July 1, 2005 316 pages maps, site-specific geologic mapping, geologic cross- sections, active faulting, official zones of investigation Abstract for liquefaction and landslides, geotechnical laboratory The 446+ hospitals, 1,400+ skilled nursing facilities testing of samples, expansive soils, soluble sulfate ±9,221 public schools, and 109 community college evaluation for Type II or V Portland-cement selection, campuses in California are regulated under California and flooding. Code of Regulations, Title 24, California Building Code. Seismology aspects include: evaluation of historic These facilities are plan–checked by senior–level seismicity, probabilistic seismic hazard analysis of Registered Structural Engineers within the Office of earthquake ground–motion, use of proper code terms Statewide Health Planning and Development (OSHPD) (Upper–Bound Earthquake ground–motion and Design– for hospitals and skilled nursing facilities, and the Basis ground–motion), classification of the geologic Division of the State Architect (DSA) for public schools, subgrade by shear–wave velocity to select the correct community colleges, and essential services buildings. -
Recent Movements of the Juan De Fuca Plate System
JOURNAL OF GEOPHYSICAL RESEARCH, VOL. 89, NO. B8, PAGES 6980-6994, AUGUST 10, 1984 Recent Movements of the Juan de Fuca Plate System ROBIN RIDDIHOUGH! Earth PhysicsBranch, Pacific GeoscienceCentre, Departmentof Energy, Mines and Resources Sidney,British Columbia Analysis of the magnetic anomalies of the Juan de Fuca plate system allows instantaneouspoles of rotation relative to the Pacific plate to be calculatedfrom 7 Ma to the present.By combiningthese with global solutions for Pacific/America and "absolute" (relative to hot spot) motions, a plate motion sequencecan be constructed.This sequenceshows that both absolute motions and motions relative to America are characterizedby slower velocitieswhere younger and more buoyant material enters the convergencezone: "pivoting subduction."The resistanceprovided by the youngestportion of the Juan de Fuca plate apparently resulted in its detachmentat 4 Ma as the independentExplorer plate. In relation to the hot spot framework, this plate almost immediately began to rotate clockwisearound a pole close to itself such that its translational movement into the mantle virtually ceased.After 4 Ma the remainder of the Juan de Fuca plate adjusted its motion in responseto the fact that the youngest material entering the subductionzone was now to the south. Differencesin seismicityand recent uplift betweennorthern and southernVancouver Island may reflect a distinction in tectonicstyle betweenthe "normal" subductionof the Juan de Fuca plate to the south and a complex "underplating"occurring as the Explorer plate is overriddenby the continent.The history of the Explorer plate may exemplifythe conditionsunder which the self-drivingforces of small subductingplates are overcomeby the influenceof larger, adjacent plates. The recent rapid migration of the absolutepole of rotation of the Juan de Fuca plate toward the plate suggeststhat it, too, may be nearingthis condition. -
Rupture Process of the 2019 Ridgecrest, California Mw 6.4 Foreshock and Mw 7.1 Earthquake Constrained by Seismic and Geodetic Data, Bull
Rupture process of the 2019 Ridgecrest, M M California w 6.4 Foreshock and w 7.1 Earthquake Constrained by Seismic and Geodetic Data Kang Wang*1,2, Douglas S. Dreger1,2, Elisa Tinti3,4, Roland Bürgmann1,2, and Taka’aki Taira2 ABSTRACT The 2019 Ridgecrest earthquake sequence culminated in the largest seismic event in California M since the 1999 w 7.1 Hector Mine earthquake. Here, we combine geodetic and seismic data M M to study the rupture process of both the 4 July w 6.4 foreshock and the 6 July w 7.1 main- M shock. The results show that the w 6.4 foreshock rupture started on a northwest-striking right-lateral fault, and then continued on a southwest-striking fault with mainly left-lateral M slip. Although most moment release during the w 6.4 foreshock was along the southwest- striking fault, slip on the northwest-striking fault seems to have played a more important role M ∼ M in triggering the w 7.1 mainshock that happened 34 hr later. Rupture of the w 7.1 main- shock was characterized by dominantly right-lateral slip on a series of overall northwest- striking fault strands, including the one that had already been activated during the nucleation M ∼ of the w 6.4 foreshock. The maximum slip of the 2019 Ridgecrest earthquake was 5m, – M located at a depth range of 3 8kmnearthe w 7.1 epicenter, corresponding to a shallow slip deficit of ∼ 20%–30%. Both the foreshock and mainshock had a relatively low-rupture veloc- ity of ∼ 2km= s, which is possibly related to the geometric complexity and immaturity of the eastern California shear zone faults. -
Triggered Earthquakes Suppressed by an Evolving Stress Shadow from a Propagating Dyke
Triggered earthquakes suppressed by an evolving stress shadow from a propagating dyke Robert G. Green1 Tim Greenfield1 Robert S. White1 *Corresponding Author: Green, Robert G. [email protected] CONTACT AUTHOR TO REQUEST AN ARTICLE PDF 1Bullard Laboratories, Department of Earth Sciences, University of Cambridge, Madingley Road, Cambridge, UK, CB3 0EZ. Small static stress increases resulting from large radiation patterns have also been invoked to explain earthquakes may trigger aftershock earthquake aftershock clustering3, but dynamic triggering cannot swarms, while stress reductions may reduce impart a stress shadow that would reduce seismicity earthquake failure rates1,2 (stress shadowing). in response to stress decrease at a given location6. However, seismic waves from large earthquakes also Many studies have suggested that in regions where cause transient dynamic stresses which may trigger the static stress is decreased, aftershocks are rare or seismicity3,4. This makes it difficult to separate the seismicity rates are reduced as a consequence of the relative influence of static and dynamic stress negative stress shadow caused by the fault changes on aftershocks. Here we present an rupture1,6,7,8,9. However, convincing observations of excellent demonstration of static stress triggering the stress shadowing effect have been notoriously and shadowing during the intrusion of a 46 km long, hard to demonstrate, and some have argued that 5 m wide igneous dyke in central Iceland. During the there is a lack of evidence that they exist at all3,10,11. emplacement, bursts of seismicity 5‒15 km away The challenge has been to demonstrate convincing from the dyke are first triggered and then abruptly and significant earthquake rate drops that correlate switched off as the dyke tip propagated away from unambiguously with a stress decrease, because a high Bárðarbunga volcano and along the neovolcanic rift preceding seismicity rate is required. -
Seismicity Remotely Triggered by the Magnitude 7.3 Landers, California, Earthquake Author(S): D
Seismicity Remotely Triggered by the Magnitude 7.3 Landers, California, Earthquake Author(s): D. P. Hill, P. A. Reasenberg, A. Michael, W. J. Arabaz, G. Beroza, D. Brumbaugh, J. N. Brune, R. Castro, S. Davis, D. dePolo, W. L. Ellsworth, J. Gomberg, S. Harmsen, L. House, S. M. Jackson, M. J. S. Johnston, L. Jones, R. Keller, S. Malone, L. Munguia, S. Nava, J. C. Pechmann, A. Sanford, R. W. Simpson, R. B. Smith, M. Stark, M. Stickney, A. Vidal, S. Walter, V. Wong and J. Zollweg Source: Science, New Series, Vol. 260, No. 5114 (Jun. 11, 1993), pp. 1617-1623 Published by: American Association for the Advancement of Science Stable URL: http://www.jstor.org/stable/2881709 . Accessed: 28/10/2013 21:58 Your use of the JSTOR archive indicates your acceptance of the Terms & Conditions of Use, available at . http://www.jstor.org/page/info/about/policies/terms.jsp . JSTOR is a not-for-profit service that helps scholars, researchers, and students discover, use, and build upon a wide range of content in a trusted digital archive. We use information technology and tools to increase productivity and facilitate new forms of scholarship. For more information about JSTOR, please contact [email protected]. American Association for the Advancement of Science is collaborating with JSTOR to digitize, preserve and extend access to Science. http://www.jstor.org This content downloaded from 128.95.104.66 on Mon, 28 Oct 2013 21:58:06 PM All use subject to JSTOR Terms and Conditions ............................................---.----..;- Rv'>'E S5'5.' EA ; a ar"T I_Cl E few tens of kilometersor less of the induc- Seismicity Remotely Triggered by ing source (4). -
3-D Numerical Modeling of Coupled Crustal Deformation and Fluid
3-D Numerical Modeling of Coupled Crustal Deformation and Fluid Pressure Interactions Final Technical Report U. S. Geological Survey Award No. 08HQGR0031 Lorraine W. Wolf Ming-Kuo Lee Auburn University Department of Geology and Geography 210 Petrie Hall Auburn, Alabama 36849 Ph: 334-844-4282 Fax: 334-844-4486 [email protected]; [email protected] 1/10/08-12/31/09 Program Element II ABSTRACT This report summarizes the results from a project aimed at investigating the interrelationships of crustal deformation and pore fluid pressures. The project had three main goals: (1) to develop an algorithm for simulating crustal deformation and fluid flow processes, (2) to implement and validate numerical models based on selected benchmark hydrogeophysical problems related to specified boundary conditions, and (3) to use the numerical simulations to explore poroelastic processes in realistic geologic domains. The results of the project should be useful for reducing seismic hazard by increasing our understanding of fluid pressures in postseismic deformation and by providing a coupled crustal deformation and pore pressure propagation modeling tool available to others for use in exploring the poroelastic response of brittle crustal rocks and sedimentary basins to strong earthquakes. The codes developed as part of this grant, referred to herein as PFLOW, are described in this report. PFLOW is a 3-D time- dependent pore-pressure diffusion model developed to investigate the response of pore fluids to the crustal deformation generated by strong earthquakes in heterogeneous geologic media. Given crustal strain generated by changes in Coulomb stress, this MATLAB-based code uses Skempton's coefficient to calculate resulting initial change in fluid pressure (initial condition).