Earthquakes Near the Haiyuan Fault Gansu, China)
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Lecture 15, Slides (Pdf)
Magnitude Seismic moment Intensity Frequency-magnitude relation Earthquake magnitude Earthquake magnitude is a measure of the size or strength of an earthquake. It is based on amplitudes of seismograms. In the past various magnitude scales have been developed. Local magnitude “Richter scale” (local magnitude, ML ) was introduced by Charles Richter in 1935 for southern California earthquakes measured on a Wood-Anderson seismograph. �� = log � + 2.76 log ∆ − 2.48 ML : local magnitude A: amplitude on Wood-Anderson seismograph in mm Δ: epicentral distance in km Various magnitude scales Body wave magnitude Correction term body wave magnitude Surface wave magnitude Earthquakes vs. nuclear explosions Body and surface wave magnitude have been used to discriminate between nuclear explosions and earthquakes. Body and surface wave magnitude ‘Saturation’ is a problem of body and surface wave magnitudes Seismic moment, moment magnitude ML , mb , MS are empirical. Better: Seismic moment M0 = μ D S μ : shear modulus [Pa = Nm-2] D : average slip along fault plane [m] S : surface area along which slip occurred [m2] M0 in Nm, i.e. a measure of energy or moment/torque Related magnitude scale: Moment magnitude log � � = 0 − 10.73 � 1.5 -5 -2 -7 where M0 in ergs = dyne . cm = 10 N . 10 m = 10 Nm !"# $ (or � = ! − 6 with M in Nm) � %.' 0 Seismic energy Empirical relation between seismic energy (ES) and MW : 10 log ES = 1.5 MW + 11.8 1 unit increase in MW corresponds to a 32 time increase in ES Note that seismic energy is only a fraction of the total energy released during an earthquake. -
4Th Annual Report
UK EARTHQUAKE MONITORING 1992/93 BGS Seismic Monitoring and Information Service Fourth Annual Report British Geological Survey Tel: 0131-667-1000 Murchison House Fax: 0131-667-1877 West Mains Road Internet: http://www.gsrg.nmh.ac.uk/ Edinburgh EH9 3LA Scotland BRITISH GEOLOGICAL SURVEY TECHNICAL REPORT WL/93/08 Global Seismology Series UK Earthquake Monitoring 1992/93 BGS Seismic Monitoring and Information Service Fourth Annual Report C W A Browitt and A B Walker April 1993 UK Seismic Monitoring and Information Service Year Four Report to Customer Group: April 1993 Cover photo Solar-powered earthquake- monitoring station in the North-west Highlands of Scotland (T Bain) Bibliographic reference Browitt, C W A & Walker, A B., 1993. BGS Seismic Monitoring and Information Service Fourth Annual Report. British Geological Survey Technical Report WL/93/08 @ NERC Copyright 1993 Edinburgh British Geological Survey 1993 BRITISH GEOLOGICAL SURVEY The full range of Survey publications is available Keyworth, Nottingham NG 12 5GG through the Sales Desks at Keyworth and at B 0602-363 100 Telex 378173 BGSKEY G Murchison House, Edinburgh, and in the BGS Fax0602-363200 London Information Office in the Natural History Museum Earth Galleries. The adjacent bookshop Murchison House, West Mains Road, Edinburgh stocks the more popular books for sale over the EH93LA counter. Most BGS books and reports are listed in Telex 727343 SEISED G HMSO’s Sectional List 45, and can be bought from s 031-667 1000 Fax031-6682683 HMSO and through HMSO agents and retailers. Maps are listed in the BGS Map Catalogue, and can be bought from BGS approved stockists and agents London Information Office at the Natural History as well as direct from BGS. -
Review of Geotechnical Investigations Resulting from the Roermond April 13, 1992 Earthquake
Missouri University of Science and Technology Scholars' Mine International Conferences on Recent Advances 1995 - Third International Conference on Recent in Geotechnical Earthquake Engineering and Advances in Geotechnical Earthquake Soil Dynamics Engineering & Soil Dynamics 07 Apr 1995, 10:30 am - 11:30 am Review of Geotechnical Investigations Resulting from the Roermond April 13, 1992 Earthquake P. M. Maurenbrecher TU Delft, The Netherlands A. Den Outer TU Delft, The Netherlands H. J. Luger Delft Geotechnics, The Netherlands Follow this and additional works at: https://scholarsmine.mst.edu/icrageesd Part of the Geotechnical Engineering Commons Recommended Citation Maurenbrecher, P. M.; Den Outer, A.; and Luger, H. J., "Review of Geotechnical Investigations Resulting from the Roermond April 13, 1992 Earthquake" (1995). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 5. https://scholarsmine.mst.edu/icrageesd/03icrageesd/session09/5 This work is licensed under a Creative Commons Attribution-Noncommercial-No Derivative Works 4.0 License. This Article - Conference proceedings is brought to you for free and open access by Scholars' Mine. It has been accepted for inclusion in International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics by an authorized administrator of Scholars' Mine. This work is protected by U. S. Copyright Law. Unauthorized use including reproduction for redistribution requires the permission of the copyright holder. For more information, please contact [email protected]. (\ Proceedings: Third International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, t..\ April 2-7, 1995, Volume II, St. Louis, Missouri Review of Geotechnical Investigations Resulting from the Roermond April 13, 1992 Earthquake Paper No. -
Interseismic Slip and Coupling Along the Haiyuan Fault Zone Constrained by Insar and GPS Measurements
remote sensing Article Interseismic Slip and Coupling along the Haiyuan Fault Zone Constrained by InSAR and GPS Measurements Xin Qiao 1,2 , Chunyan Qu 1,* , Xinjian Shan 1, Dezheng Zhao 1 and Lian Liu 1 1 State Key Laboratory of Earthquake Dynamics, Institute of Geology, China Earthquake Administration, Beijing 100029, China; [email protected] (X.Q.); [email protected] (X.S.); [email protected] (D.Z.); [email protected] (L.L.) 2 Guangdong Provincial Key Laboratory of Geodynamics and Geohazards, School of Earth Sciences and Engineering, Sun Yat-Sen University, Zhuhai 519000, China * Correspondence: [email protected] Abstract: The Haiyuan fault zone is an important tectonic boundary and strong seismic activity belt in northeastern Tibet, but no major earthquake has occurred in the past ∼100 years, since the Haiyuan M8.5 event in 1920. The current state of strain accumulation and seismic potential along the fault zone have attracted significant attention. In this study, we obtained the interseismic deformation field along the Haiyuan fault zone using Envisat/ASAR data in the period 2003–2010, and inverted fault kinematic parameters including the long-term slip rate, locking degree and slip deficit distribution based on InSAR and GPS individually and jointly. The results show that there is near-surface creep in the Laohushan segment of about 19 km. The locking degree changes significantly along the strike with the western part reaching 17 km and the eastern part of 3–7 km. The long-term slip rate gradually decreases from west 4.7 mm/yr to east 2.0 mm/yr. -
Active Tectonics and Intracontinental Earthquakes in China: the Kinematics and Geodynamics
The Geological Society of America Special Paper 425 2007 Active tectonics and intracontinental earthquakes in China: The kinematics and geodynamics Mian Liu Youqing Yang Department of Geological Sciences, University of Missouri, Columbia, Missouri 65211, USA Zhengkang Shen State Key Laboratory of Earthquake Dynamics, Institute of Geology, China Earthquake Administration, Beijing 100029, China Shimin Wang Department of Geological Sciences, University of Missouri, Columbia, Missouri 65211, USA Min Wang Institute of Earthquake Science, China Earthquake Administration, Beijing 100036, China Yongge Wan School of Disaster Prevention Techniques, Yanjiao, Beijing 101601, China ABSTRACT China is a country of intense intracontinental seismicity. Most earthquakes in west- ern China occur within the diffuse Indo-Eurasian plate-boundary zone, which extends thousands of kilometers into Asia. Earthquakes in eastern China mainly occur within the North China block, which is part of the Archean Sino-Korean craton that has been thermally rejuvenated since late Mesozoic. Here, we summarize neotectonic and geo- detic results of crustal kinematics and explore their implications for geodynamics and seismicity using numerical modeling. Quaternary fault movements and global position- ing system (GPS) measurements indicate a strong infl uence of the Indo-Asian colli- sion on crustal motion in continental China. Using a spherical three-dimensional (3-D) fi nite-element model, we show that the effects of the collisional plate-boundary force are largely limited to western China, whereas gravitational spreading of the Tibetan Plateau has a broad impact on crustal deformation in much of Asia. The intense seis- micity in the North China block, and the lack of seismicity in the South China block, may be explained primarily by the tectonic boundary conditions that produce high devi- atoric stresses within the North China block but allow the South China block to move coherently as a rigid block. -
Smallest Earthquake Magnitude That Can Trigger Liquefaction
Smallest Earthquake Magnitude that Can Trigger Liquefaction Russell Green, Julian Bommer Datum June 2018 Editors Jan van Elk & Dirk Doornhof General Introduction The soils in Groningen contain deposits of water saturated sands. Therefore, the possibility of earthquake- induced liquefaction needs to be considered. In particular, liquefaction could potentially be important for critical infra-structure like dikes and levees. This report contains a literature study of field observations, to establish an earthquake magnitude threshold below which the possibility of triggering liquefaction can be discounted. The study concludes that earthquakes as small as moment magnitude 4.5 can trigger liquefaction in extremely susceptible soil deposits. However, these susceptible soil deposits correspond to site conditions where building construction is not viable. Example of such extremely susceptible soil deposits would be a mud-flat area outside the dikes, a river bed, an impoundment area or a tailings pond. For soil profiles that are sufficiently competent to support foundation loads, the minimum earthquake magnitude for the triggering of liquefaction is about 5. The report therefore proposes that in liquefaction hazard assessments for engineering applications, magnitude 5.0 be adopted as the minimum earthquake size considered. Title Smallest Earthquake Magnitude that Can Trigger Date June 2018 Liquefaction Initiator NAM Autor(s) Russell Green and Julian Bommer Editor Jan van Elk Dirk Doornhof Organisation Team of Academic Experts Organisation NAM Place in the Study Study Theme: Liquefaction and Data Comment: Acquisition Plan The soils in Groningen contain deposits of water saturated sands. Therefore, the possibility of earthquake-induced liquefaction needs to be considered. In particular, liquefaction could potentially be important for critical infra-structure like dikes and levees. -
Structure-Controlled Asperities of the 1920 Haiyuan M8.5 and 1927
www.nature.com/scientificreports OPEN Structure‑controlled asperities of the 1920 Haiyuan M8.5 and 1927 Gulang M8 earthquakes, NE Tibet, China, revealed by high‑resolution seismic tomography Quan Sun1,2, Shunping Pei1,2,3*, Zhongxiong Cui4, Yongshun John Chen5, Yanbing Liu1,2, Xiaotian Xue1,2, Jiawei Li1,2, Lei Li1,2 & Hong Zuo1,2 Detailed crustal structure of large earthquake source regions is of great signifcance for understanding the earthquake generation mechanism. Numerous large earthquakes have occurred in the NE Tibetan Plateau, including the 1920 Haiyuan M8.5 and 1927 Gulang M8 earthquakes. In this paper, we obtained a high‑resolution three‑dimensional crustal velocity model around the source regions of these two large earthquakes using an improved double‑diference seismic tomography method. High‑ velocity anomalies encompassing the seismogenic faults are observed to extend to depths of 15 km, suggesting the asperity (high‑velocity area) plays an important role in the preparation process of large earthquakes. Asperities are strong in mechanical strength and could accumulate tectonic stress more easily in long frictional locking periods, large earthquakes are therefore prone to generate in these areas. If the close relationship between the aperity and high‑velocity bodies is valid for most of the large earthquakes, it can be used to predict potential large earthquakes and estimate the seismogenic capability of faults in light of structure studies. Earthquakes occur when the stored energy in the Earth’s lithosphere is suddenly released. Large earthquakes usually cause great hazards on natural environment and/or humans. Tere has been an obvious surge of great earthquakes with magnitudes ≥ 8.0 during the past decade with great diversity at various aspects 1. -
Local Administrations and Disaster Risk Management In
DISASTER RESILIENT URBAN SETTLEMENTS A DOCTORAL DISSERTATION SUBMITTED TO THE FACULTY OF SPATIAL PLANNING OF TECHNICAL UNIVERSITY OF DORTMUND BY EBRU ALARSLAN IN PARTIAL FULFILLMENT OF THE REQUIREMENTS FOR THE DEGREE OF DOCTOR OF ENGINEERING (Dr. Ing.) IN SPATIAL PLANNING DECEMBER 2009 I hereby declare that all information in this document has been obtained and presented in accordance with academic rules and ethical conduct. I also declare that, as required by these rules and conduct, I have fully cited and referenced all material and results that are not original to this work. Name, Last name: Ebru ALARSLAN Signature : ii ABSTRACT DISASTER RESILIENT URBAN SETTLEMENTS Alarslan, Ebru Dr. Ing. In Spatial Planning, Faculty of Spatial Planning Supervisors:Prof.Dr. Stefan Greiving, Prof.Dr.H.Hans Blotevogel, Prof.Dr. Konstantin Meskouris September 2009, 480 pages Recently, natural disasters with devastating effects on human settlements have proliferated. Against this background, this study outlines a resilience model for urban settlements with respect to natural disasters. The focus on urban settlements has been chosen because of their high disaster risks due to (i) their dense population and construction, (ii) their position as a center of economic and cultural activities, (iii) their location on the significant cross-roads of transportation routes and other modern networks, and (iv) their exploitation of natural resources and generation of environmental pollution. In addition to these reasons, variables of disaster risks in urban settlements -
Assessing Damage for Herkenbosch, the Netherlands, Due to The
Transactions on the Built Environment vol 14, © 1995 WIT Press, www.witpress.com, ISSN 1743-3509 Assessing damage for Herkenbosch, The Netherlands, due to the Roermond earthquake of April 13, 1992 P.M. Maurenbrecher, G. de Vries Faculty of Mining and Petroleum Engineering, University of 2629 Abstract During the April 13 1992 Roermond earthquake the town of Herkenbosch suffered extensive damage. To examine the extent of the damage a door to door enquiry survey was carried out. 75% of the households replied to the survey, which is based on "yes" or "no" replies to questions on the residents' experience during the earthquake, the damage to their homes and other observations. The replies were entered into a database. Examples of selected replies are given to show their geographical distribution. The study requires further input data to enable more effective use of the information. To facilitate this, the present database is structured in a way that further information can be easily added; for example reports from the Rampenfonds (Disaster Fund) survey, municipality information on house lay-outs and building details, and ground conditions. With sufficient data the survey should indicate which house styles or building methods are vulnerable to earthquake damage and identify those factors which influence such damage. 1. Introduction Subsequent to earthquakes two types of damage survey are normally carried out; one for reparations and one for research. In the Netherlands several surveys were executed soon after the Roermond earthquake; one for the Disaster Fund and a macroseismic KNMI survey *\ In addition an earthquake survey team from the UK visited Heinsberg in Germany and Roermond in the Netherlands^. -
Earthquake Risk and Earthquake Catastrophe Insurance for China
Munich Personal RePEc Archive Earthquake Risk and Earthquake Catastrophe Insurance for the People’s Republic of China Wang, Zifa and Lin, Tun and Walker, George Asian Development Bank June 2009 Online at https://mpra.ub.uni-muenchen.de/21248/ MPRA Paper No. 21248, posted 11 Mar 2010 18:02 UTC ADB Sustainable Development Working Paper Series Earthquake Risk and Earthquake Catastrophe Insurance for the People’s Republic of China Zifa Wang, Tun Lin, and George Walker No. 7 | June 2009 MS ADB Sustainable Development Working Paper Series Earthquake Risk and Earthquake Catastrophe Insurance for the People’s Republic of China Zifa Wang, Tun Lin, and George Walker Dr. Zifa Wang is managing director of Risk Management Solutions, Inc. and a research No. 7 June 2009 professor at the Institute of Engineering Mechanics, China Earthquake Administration. Mr. Tun Lin is a natural resources economist of the Asian Development Bank. Dr. George Walker is a senior risk analyst of Aon Benfield Asia Pacific. Asian Development Bank 6 ADB Avenue, Mandaluyong City 1550 Metro Manila, Philippines www.adb.org/ © 2009 by Asian Development Bank June 2009 ISSN 2071-9450 Publication Stock No. WPS090552 The views expressed in this paper are those of the author and do not necessarily reflect the views or policies of the Asian Development Bank. ADB does not guarantee the accuracy of the data included in this publication and accepts no responsibility for any consequence of their use. Use of the term ―country‖ does not imply any judgment by the authors or ADB as to the legal or other status of any territorial entity. -
Camelbeeck Seismicity Fidgeo-3866
Historical Earthquakes, Paleoseismology, Neotectonics and Seismic Hazard: New Insights and Suggested Procedures DOI: 10.23689/fidgeo-3866 How well does known seismicity between the Lower Rhine Graben and southern North Sea reflect future earthquake activity? Thierry Camelbeeck1, Kris Vanneste1, Koen Verbeek1, David Garcia-Moreno1,2, Koen van Noten1 & Thomas Lecocq1 1 Royal Observatory of Belgium: [email protected], [email protected], [email protected], [email protected], [email protected] 2 University of Ghent: [email protected] Abstract th Since the 14 century, moderate seismic activity with 14 earthquakes of magnitude MW≥5.0 occurred in Western Europe in a region extending from the Lower Rhine Graben (LRG) to the southern North Sea. In this paper, we investigate how well this seismic activity could reflect that of the future. The observed earthquake activity in the LRG is continuous and concentrates on the Quaternary normal faults delimiting the LRG, which are also the source of large surface rupturing Holocene and Late Pleistocene earthquakes. The estimated magnitude of these past earthquakes ranges from 6.3±0.3 to 7.0±0.3 while their average recurrence on individual faults varies from ten thousand to a few ten thousand years, which makes foreseeing future activity over the long-term possible. Three of the largest historical earthquakes with MW≥5.5 occurred outside the LRG. Late Quaternary activity along the fault zones suspected to be the source of two of these earthquakes, i.e. the 1580 Strait of Dover and 1692 northern Belgian Ardennes earthquakes, is very elusive if it exists. -
Basin-Related Effects on Ground Motion for Earthquake Scenarios In
Geophys. J. Int. (2006) 166, 197–212 doi: 10.1111/j.1365-246X.2006.02909.x Basin-related effects on ground motion for earthquake scenarios in the Lower Rhine Embayment ∗ Michael Ewald,1 Heiner Igel,1 Klaus-G¨unterHinzen2 and Frank Scherbaum3 1Department of Earth and Environmental Studies, Section Geophysics, Ludwig-Maximilians-University M¨unchen, Germany 2Abt. f¨urErdbebengeologie, University Cologne, Germany 3Institut f¨urGeowissenschaften, University of Potsdam, Germany Accepted 2006 January 11. Received 2006 January 8; in original form 2005 March 20 Downloaded from https://academic.oup.com/gji/article/166/1/197/632062 by guest on 24 September 2021 SUMMARY The deterministic calculation of earthquake scenarios using complete waveform modelling plays an increasingly important role in estimating shaking hazard in seismically active regions. Here we apply 3-D numerical modelling of seismic wave propagation to M 6+ earthquake scenarios in the area of the Lower Rhine Embayment, one of the seismically most active regions in central Europe. Using a 3-D basin model derived from geology, borehole information and seismic experiments, we aim at demonstrating the strong dependence of ground shaking on hypocentre location and basin structure. The simulations are carried out up to frequencies of ca. 1 Hz. As expected, the basin structure leads to strong lateral variations in peak ground motion, amplification and shaking duration. Depending on source–basin–receiver geometry, the effects correlate with basin depth and the slope of the basin flanks; yet, the basin also affects peak ground motion and estimated shaking hazard thereof outside the basin. Comparison with measured seismograms for one of the earthquakes shows that some of the main characteristics of the wave motion are reproduced.