Earthquake Cycle Deformation and the Moho: Implications for the Rheology of Continental Lithosphere
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Cambridge University Press 978-1-108-44568-9 — Active Faults of the World Robert Yeats Index More Information
Cambridge University Press 978-1-108-44568-9 — Active Faults of the World Robert Yeats Index More Information Index Abancay Deflection, 201, 204–206, 223 Allmendinger, R. W., 206 Abant, Turkey, earthquake of 1957 Ms 7.0, 286 allochthonous terranes, 26 Abdrakhmatov, K. Y., 381, 383 Alpine fault, New Zealand, 482, 486, 489–490, 493 Abercrombie, R. E., 461, 464 Alps, 245, 249 Abers, G. A., 475–477 Alquist-Priolo Act, California, 75 Abidin, H. Z., 464 Altay Range, 384–387 Abiz, Iran, fault, 318 Alteriis, G., 251 Acambay graben, Mexico, 182 Altiplano Plateau, 190, 191, 200, 204, 205, 222 Acambay, Mexico, earthquake of 1912 Ms 6.7, 181 Altunel, E., 305, 322 Accra, Ghana, earthquake of 1939 M 6.4, 235 Altyn Tagh fault, 336, 355, 358, 360, 362, 364–366, accreted terrane, 3 378 Acocella, V., 234 Alvarado, P., 210, 214 active fault front, 408 Álvarez-Marrón, J. M., 219 Adamek, S., 170 Amaziahu, Dead Sea, fault, 297 Adams, J., 52, 66, 71–73, 87, 494 Ambraseys, N. N., 226, 229–231, 234, 259, 264, 275, Adria, 249, 250 277, 286, 288–290, 292, 296, 300, 301, 311, 321, Afar Triangle and triple junction, 226, 227, 231–233, 328, 334, 339, 341, 352, 353 237 Ammon, C. J., 464 Afghan (Helmand) block, 318 Amuri, New Zealand, earthquake of 1888 Mw 7–7.3, 486 Agadir, Morocco, earthquake of 1960 Ms 5.9, 243 Amurian Plate, 389, 399 Age of Enlightenment, 239 Anatolia Plate, 263, 268, 292, 293 Agua Blanca fault, Baja California, 107 Ancash, Peru, earthquake of 1946 M 6.3 to 6.9, 201 Aguilera, J., vii, 79, 138, 189 Ancón fault, Venezuela, 166 Airy, G. -
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. -
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. -
Seismicity of the Earth 1900–2010 THRUST B' Profiles of Earthquake and Volcanoes Are PAMIR Constructed from the Mapped Data
U.S. Department of the Interior Open-File Report 2010–1083–J U.S. Geological Survey Hindu Kush Focus Inset Map Version 1.1, revised January 28, 2014 70° E 71° E 72° E 73° E 74° E 75° E 76° E 39° N 39° N DEPTH PROFILE EXPLANATION Seismicity of the Earth 1900–2010 THRUST B' Profiles of earthquake and volcanoes are PAMIR constructed from the mapped data. Locations Himalaya and Vicinity of the profile intersection with the surface are MAIN TAJIKISTAN CHINA drawn in the map and labeled to coincide 1 1 1 1 1 1 2 3 2 2 4 2 with the profile label. Box defines extent of Compiled by Bethan Turner, Jennifer Jenkins, Rebecca Turner, Amy L. Parker, Alison Sinclair, Sian Davies, Gaven P. Hayes, Antonio Villaseñor, Richard L. Dart, Arthur C. Tarr, Kevin P. Furlong, and Harley M. Benz earthquakes included in the profile. Length of the profile graphic is the same as in the map. 2013 Distance in kilometers from the trench axis is indicated in the X direction, depth in 68° 70° 72° 74° 76° 78° 80° 82° 84° 86° 88° 90° 92° 94° 96° 98° 100° 102° 104° 106° 108° 110° 38° N kilometers is indicated in the Y direction. Lake amir There is no vertical exaggeration. See 46° Yinchuan 38° N P Balkhash Urumqi Explanation color key. Not all earth layers, earthquake depths or magnitude, are visible obaoho on every profile. Chai W 36° B X Distance (km) X' KAZAKHSTAN -500 -400 -300 -200 -100 0 1911 1932 AFGHANISTAN TRENCH AXIS 0 A' KARAKORAM FAULT 44° Almaty 1920 1927 37° N -100 37° N -200 Dzhambul Bishkek HAIYUAN FAULT Ysk Köl Lake -300 TALAS-FERGHANA FAULT Xining Lanzhou -
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. -
(CYEN 04) F1.Indd
The China Environment Yearbook, Volume 4 The Chinese Academy of Social Sciences Yearbooks: Environment International Advisory Board Judith Shapiro, American University Guobin Yang, Barnard College Volume 4 BEIJING 2010 The China Environment Yearbook, Volume 4 Tragedy and Hope: From the Sichuan Earthquake to the Olympics Edited by Yang Dongping Friends of Nature LEIDEN • BOSTON 2010 This yearbook is the result of a co-publication agreement between Social Sciences Academic Press and Koninklijke Brill NV. These articles were translated into English from the original《环境绿皮书: 中国环境发展报告 (2009)》 Huanjing lü pi shu: Zhongguo huanjing fazhan baogao (2009) with fi nancial support from China Book International, supported by the General Administration of Press and Publication and the Information Offi ce of the State Council of China. This book is printed on acid-free paper. ISSN 1872-7212 ISBN 978-90-04-18241-7 Copyright 2010 by Koninklijke Brill NV, Leiden, The Netherlands, and by Social Sciences Academic Press, Beijing, China. Koninklijke Brill NV incorporates the imprints Brill, Hotei Publishing, IDC Publishers, Martinus Nijhoff Publishers and VSP. All rights reserved. No part of this publication may be reproduced, translated, stored in a retrieval system, or transmitted in any form or by any means, electronic, mechanical, photocopying, recording or otherwise, without prior written permission from the publisher. Authorization to photocopy items for internal or personal use is granted by Koninklijke Brill NV provided that the appropriate fees are paid directly to The Copyright Clearance Center, 222 Rosewood Drive, Suite 910, Danvers, MA 01923, USA. Fees are subject to change. printed in the netherlands CONTENTS List of Figures ............................................................................. -
Investigation of the Moho Discontinuity Beneath the Chinese Mainland Using Deep Seismic Sounding Profiles
Tectonophysics 609 (2013) 202–216 Contents lists available at ScienceDirect Tectonophysics journal homepage: www.elsevier.com/locate/tecto Review Article Investigation of the Moho discontinuity beneath the Chinese mainland using deep seismic sounding profiles Jiwen Teng a,⁎, Zhongjie Zhang a, Xiankang Zhang b, Chunyong Wang c, Rui Gao d, Baojun Yang e, Yonghu Qiao a, Yangfan Deng f a State Key Laboratory of Lithospheric Evolution, Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing 100029, China b Center of Geophysical Exploration, China Earthquake Administration, Zhengzhou 450002, Henan Province, China c Institute of Geophysics, China Earthquake Administration, Beijing 100081, China d Institute of Geology, Chinese Academy of Geology Science, Ministry of the Land and Resources, Beijing 100037, China e Department of Geophysics, Jilin University, Changchun, Jilin Province, 130026, China f Guangzhou Institute of Geochemistry, Chinese Academy of Sciences, Guangzhou 510640, China article info abstract Article history: We herein describe the depth distribution of the Moho beneath the Chinese mainland, determined via compila- Received 4 March 2012 tion and resampling of the interpreted results of crustal P-wave velocity structures obtained from deep seismic Received in revised form 5 November 2012 soundings (DSSs) performed since the pioneering DSS work carried out in the Qaidam basin in 1958. For the Accepted 22 November 2012 present study, 114 wide-angle seismic profiles acquired over the last 50 years were collated; we included results Available online 2 December 2012 for crustal structures from several profiles in Japan and South Korea, to improve the reliability of the interpolation of the Moho depth distribution. Our final Moho map shows that the depth of the Moho ranges from 10 to 85 km. -
Spacing of Faults at the Scale of the Lithosphere and Localization Instability: 2. Application to the Central Indian Basin Laurent G
JOURNAL OF GEOPHYSICAL RESEARCH, VOL. 108, NO. B2, 2111, doi:10.1029/2002JB001924, 2003 Spacing of faults at the scale of the lithosphere and localization instability: 2. Application to the Central Indian Basin Laurent G. J. Monte´si1 and Maria T. Zuber2 Department of Earth, Atmospheric, and Planetary Sciences, Massachusetts Institute of Technology, Cambridge, Massachusetts, USA Received 12 April 2002; revised 21 October 2002; accepted 10 December 2002; published 20 February 2003. [1] Tectonic deformation in the Central Indian Basin (CIB) is organized at two spatial scales: long-wavelength (200 km) undulations of the basement and regularly spaced faults. The fault spacing of order 7–11 km is too short to be explained by lithospheric buckling. We show that the localization instability derived by Monte´si and Zuber [2003] provides an explanation for the fault spacing in the CIB. Localization describes how deformation focuses on narrow zones analogous to faults. The localization instability predicts that localized shear zones form a regular pattern with a characteristic spacing as they develop. The theoretical fault spacing is proportional to the depth to which localization occurs. It also depends on the strength profile and on the effective stress exponent, ne, which is a measure of localization efficiency in the brittle crust and upper mantle. The fault spacing in the CIB can be matched by ne À300 if the faults reach the depth of the brittle– ductile transition (BDT) around 40 km or ne À100 if the faults do not penetrate below 10 km. These values of ne are compatible with laboratory data on frictional velocity weakening. -
Effects of the 25 April 2015 Nepal Great Earthquake on The
1 Damages induced by the 25 April 2015 Nepal earthquake in the 2 Tibetan border region of China and increased post-seismic 3 hazards 4 5 Zhonghai Wu a Guanghao Haa, Patrick J. Barosh b, Xin Yao a, Yongqiang Xu c and Jie 6 Liu d 7 8 a Institute of Geomechanics, Chinese Academy of Geological Sciences, Beijing 9 100081, China 10 b P.J. Barosh and Associates, 103 Aaron Avenue, Bristol, RI 02809, USA and Visiting 11 Research Fellow, Chinese Academy of Geological Sciences, Beijing 100081 12 China 13 c China Institute of Geo-environment Monitoring, Beijing 100081, China 14 d College of Resource Environment and Tourism, Capital Normal University, Beijing 15 100048, China 16 17 Abstract: The seismic effects in Nyalam, Gyirong, Tingri and Dinggye counties along 18 the southern border of Tibet were investigated during 2-8 May, 2015, a week after the 19 great Nepal earthquake along the Main Himalaya Thrust. The intensity was VIII in the 20 region and reached IX at two towns on the Nepal border; resulting in the destruction of 21 2,700 buildings, seriously damaging over 40,000 others, while killing 27 people and 22 injuring 856 in this sparsely populated region. The main geologic effects in this steep 23 rugged region are collapses, landslides, rockfalls, and ground fissures; many of which 24 are reactivations of older land slips. These did great damage to the buildings, roads and 25 bridges in the region. Most of the effects are along four incised valleys which are 26 controlled by N-trending rifts and contain rivers that pass through the Himalaya 27 Mountains and flow into Nepal; at least two of the larger aftershocks occurred along the 28 normal faults. -
On the Dynamics of the Juan De Fuca Plate
Earth and Planetary Science Letters 189 (2001) 115^131 www.elsevier.com/locate/epsl On the dynamics of the Juan de Fuca plate Rob Govers *, Paul Th. Meijer Faculty of Earth Sciences, Utrecht University, P.O. Box 80.021, 3508 TA Utrecht, The Netherlands Received 11 October 2000; received in revised form 17 April 2001; accepted 27 April 2001 Abstract The Juan de Fuca plate is currently fragmenting along the Nootka fault zone in the north, while the Gorda region in the south shows no evidence of fragmentation. This difference is surprising, as both the northern and southern regions are young relative to the central Juan de Fuca plate. We develop stress models for the Juan de Fuca plate to understand this pattern of breakup. Another objective of our study follows from our hypothesis that small plates are partially driven by larger neighbor plates. The transform push force has been proposed to be such a dynamic interaction between the small Juan de Fuca plate and the Pacific plate. We aim to establish the relative importance of transform push for Juan de Fuca dynamics. Balancing torques from plate tectonic forces like slab pull, ridge push and various resistive forces, we first derive two groups of force models: models which require transform push across the Mendocino Transform fault and models which do not. Intraplate stress orientations computed on the basis of the force models are all close to identical. Orientations of predicted stresses are in agreement with observations. Stress magnitudes are sensitive to the force model we use, but as we have no stress magnitude observations we have no means of discriminating between force models.