The Structure of the Earth from Seismic Waves Outline
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Effect of Fabric Anisotropy on the Dynamic Mechanical Behavior Of
EFFECT OF FABRIC ANISOTROPY ON THE DYNAMIC MECHANICAL BEHAVIOR OF GRANULAR MATERIALS by Bo Li Submitted in partial fulfillment of the requirements For the degree of Doctor of Philosophy Dissertation Advisor: Prof. Xiangwu Zeng Department of Civil Engineering Case Western Reserve University January, 2011 CASE WESTERN RESERVE UNIVERSITY SCHOOL OF GRADUATE STUDIES We hereby approve the thesis/dissertation of Bo Li Candidate for Ph. D. degree*. (signed) Xiangwu Zeng Chair of Commitee Adel Saada Wojbor A. Woyczynski Xiong Yu (date) 11/15/2010 *We also certify that written approval has been obtained for any proprietary material contained therein Table of Contents Table of Contents I List of Tables IV List of Figures VI Acknowledgement XI Abstract XII Notation XIV Chapter 1 Introduction ........................................................................................ 1 1.1 Effect of Anisotropy on Granular Materials ........................................................................... 1 1.2 Research Objectives ............................................................................................................... 1 1.3 Outline of the Dissertation ...................................................................................................... 2 1.4 Review of the Effect of Fabric Anisotropy on Clay ............................................................... 3 1.4.1 Experimental Study on Effect of Fabric Anisotropy on Clay ......................................... 3 1.4.2 Analytical Method on Effect of Fabric Anisotropy -
Density Difference Between Subducted Oceanic Crust and Ambient Mantle in the Mantle Transition Zone Density Difference Between S
Density Difference between Subducted Oceanic Crust and Ambient Mantle in the Mantle Transition Zone Since the beginning of plate tectonics, the were packed separately into NaCl or MgO sample oceanic lithosphere has been continually subducted chamber with a mixture of gold and MgO, and into the Earth’s deep mantle for 4.5 Gy. The compressed in the same high-pressure cell. The oceanic lithosphere consists of an upper basaltic pressure was determined by the cell volume for layer (oceanic crust) and a lower olivine-rich gold using an equation of state of gold [2], and the peridotitic layer. The total amount of subducted temperature was measured by a thermocouple. oceanic crust in this 4.5 Gy period is estimated to The cell volumes of garnet and ringwoodite were be at least ~3 × 1 0 23 kg, which is about 8% of the determined by least squares calculations using the weight of the present Earth’s mantle. Thus, the positions of X-ray diffraction peaks. The samples oceanic crust, which is rich in pyroxene and garnet, were compressed to the desired pressure at room may be the source of very important chemical temperature and heated to the maximum temperature heterogeneity in the olivine-rich Earth’s mantle. To to release non-hydrostatic stress. clarify behavior of the oceanic crust in the deep Pressure-volume-temperature data were collected mantle, accurate information about density under 47 different conditions. Figure 1 shows P -V - differences between the oceanic crust and the T data for garnet. The data collected by using an ambient mantle is very important. -
Mantle Transition Zone Structure Beneath Northeast Asia from 2-D
RESEARCH ARTICLE Mantle Transition Zone Structure Beneath Northeast 10.1029/2018JB016642 Asia From 2‐D Triplicated Waveform Modeling: Key Points: • The 2‐D triplicated waveform Implication for a Segmented Stagnant Slab fi ‐ modeling reveals ne scale velocity Yujing Lai1,2 , Ling Chen1,2,3 , Tao Wang4 , and Zhongwen Zhan5 structure of the Pacific stagnant slab • High V /V ratios imply a hydrous p s 1State Key Laboratory of Lithospheric Evolution, Institute of Geology and Geophysics, Chinese Academy of Sciences, and/or carbonated MTZ beneath 2 3 Northeast Asia Beijing, China, College of Earth Sciences, University of Chinese Academy of Sciences, Beijing, China, CAS Center for • A low‐velocity gap is detected within Excellence in Tibetan Plateau Earth Sciences, Beijing, China, 4Institute of Geophysics and Geodynamics, School of Earth the stagnant slab, probably Sciences and Engineering, Nanjing University, Nanjing, China, 5Seismological Laboratory, California Institute of suggesting a deep origin of the Technology, Pasadena, California, USA Changbaishan intraplate volcanism Supporting Information: Abstract The structure of the mantle transition zone (MTZ) in subduction zones is essential for • Supporting Information S1 understanding subduction dynamics in the deep mantle and its surface responses. We constructed the P (Vp) and SH velocity (Vs) structure images of the MTZ beneath Northeast Asia based on two‐dimensional ‐ Correspondence to: (2 D) triplicated waveform modeling. In the upper MTZ, a normal Vp but 2.5% low Vs layer compared with L. Chen and T. Wang, IASP91 are required by the triplication data. In the lower MTZ, our results show a relatively higher‐velocity [email protected]; layer (+2% V and −0.5% V compared to IASP91) with a thickness of ~140 km and length of ~1,200 km [email protected] p s atop the 660‐km discontinuity. -
Confidential Manuscript Submitted to Engineering Geology
Confidential manuscript submitted to Engineering Geology 1 Landslide monitoring using seismic refraction tomography – The 2 importance of incorporating topographic variations 3 J S Whiteley1,2, J E Chambers1, S Uhlemann1,3, J Boyd1,4, M O Cimpoiasu1,5, J L 4 Holmes1,6, C M Inauen1, A Watlet1, L R Hawley-Sibbett1,5, C Sujitapan2, R T Swift1,7 5 and J M Kendall2 6 1 British Geological Survey, Environmental Science Centre, Nicker Hill, Keyworth, 7 Nottingham, NG12 5GG, United Kingdom. 2 School of Earth Sciences, University 8 of Bristol, Wills Memorial Building, Queens Road, Bristol, BS8 1RJ, United 9 Kingdom. 3 Lawrence Berkeley National Laboratory (LBNL), Earth and 10 Environmental Sciences Area, 1 Cyclotron Road, Berkeley, CA 94720, United 11 States of America. 4 Lancaster Environment Center (LEC), Lancaster University, 12 Lancaster, LA1 4YQ, United Kingdom 5 Division of Agriculture and Environmental 13 Science, School of Bioscience, University of Nottingham, Sutton Bonington, 14 Leicestershire, LE12 5RD, United Kingdom 6 Queen’s University Belfast, School of 15 Natural and Built Environment, Stranmillis Road, Belfast, BT9 5AG, United 16 Kingdom 7 University of Liege, Applied Geophysics, Department ArGEnCo, 17 Engineering Faculty, B52, 4000 Liege, Belgium 18 19 Corresponding author: Jim Whiteley ([email protected]) 20 21 Copyright British Geological Survey © UKRI 2020/ University of Bristol 2020 22 1 Confidential manuscript submitted to Engineering Geology 23 Abstract 24 Seismic refraction tomography provides images of the elastic properties of 25 subsurface materials in landslide settings. Seismic velocities are sensitive to 26 changes in moisture content, which is a triggering factor in the initiation of many 27 landslides. -
On the Wave Bottom Shear Stress in Shallow Depths: the Role of Wave Period and Bed Roughness
water Article On the Wave Bottom Shear Stress in Shallow Depths: The Role of Wave Period and Bed Roughness Sara Pascolo *, Marco Petti and Silvia Bosa Dipartimento Politecnico di Ingegneria e Architettura, University of Udine, 33100 Udine, Italy; [email protected] (M.P.); [email protected] (S.B.) * Correspondence: [email protected]; Tel.: +39-0432-558-713 Received: 6 September 2018; Accepted: 25 September 2018; Published: 28 September 2018 Abstract: Lagoons and coastal semi-enclosed basins morphologically evolve depending on local waves, currents, and tidal conditions. In very shallow water depths, typical of tidal flats and mudflats, the bed shear stress due to the wind waves is a key factor governing sediment resuspension. A current line of research focuses on the distribution of wave shear stress with depth, this being a very important aspect related to the dynamic equilibrium of transitional areas. In this work a relevant contribution to this study is provided, by means of the comparison between experimental growth curves which predict the finite depth wave characteristics and the numerical results obtained by means a spectral model. In particular, the dominant role of the bottom friction dissipation is underlined, especially in the presence of irregular and heterogeneous sea beds. The effects of this energy loss on the wave field is investigated, highlighting that both the variability of the wave period and the relative bottom roughness can change the bed shear stress trend substantially. Keywords: finite depth wind waves; bottom friction dissipation; friction factor; tidal flats; bottom shear stress 1. Introduction The morphological evolution of estuarine and coastal lagoon environments is a widely discussed topic in literature, because of its complexity and the great variability of morphological patterns. -
STRUCTURE of EARTH S-Wave Shadow P-Wave Shadow P-Wave
STRUCTURE OF EARTH Earthquake Focus P-wave P-wave shadow shadow S-wave shadow P waves = Primary waves = Pressure waves S waves = Secondary waves = Shear waves (Don't penetrate liquids) CRUST < 50-70 km thick MANTLE = 2900 km thick OUTER CORE (Liquid) = 3200 km thick INNER CORE (Solid) = 1300 km radius. STRUCTURE OF EARTH Low Velocity Crust Zone Whole Mantle Convection Lithosphere Upper Mantle Transition Zone Layered Mantle Convection Lower Mantle S-wave P-wave CRUST : Conrad discontinuity = upper / lower crust boundary Mohorovicic discontinuity = base of Continental Crust (35-50 km continents; 6-8 km oceans) MANTLE: Lithosphere = Rigid Mantle < 100 km depth Asthenosphere = Plastic Mantle > 150 km depth Low Velocity Zone = Partially Melted, 100-150 km depth Upper Mantle < 410 km Transition Zone = 400-600 km --> Velocity increases rapidly Lower Mantle = 600 - 2900 km Outer Core (Liquid) 2900-5100 km Inner Core (Solid) 5100-6400 km Center = 6400 km UPPER MANTLE AND MAGMA GENERATION A. Composition of Earth Density of the Bulk Earth (Uncompressed) = 5.45 gm/cm3 Densities of Common Rocks: Granite = 2.55 gm/cm3 Peridotite, Eclogite = 3.2 to 3.4 gm/cm3 Basalt = 2.85 gm/cm3 Density of the CORE (estimated) = 7.2 gm/cm3 Fe-metal = 8.0 gm/cm3, Ni-metal = 8.5 gm/cm3 EARTH must contain a mix of Rock and Metal . Stony meteorites Remains of broken planets Planetary Interior Rock=Stony Meteorites ÒChondritesÓ = Olivine, Pyroxene, Metal (Fe-Ni) Metal = Fe-Ni Meteorites Core density = 7.2 gm/cm3 -- Too Light for Pure Fe-Ni Light elements = O2 (FeO) or S (FeS) B. -
2021 Oregon Seismic Hazard Database: Purpose and Methods
State of Oregon Oregon Department of Geology and Mineral Industries Brad Avy, State Geologist DIGITAL DATA SERIES 2021 OREGON SEISMIC HAZARD DATABASE: PURPOSE AND METHODS By Ian P. Madin1, Jon J. Francyzk1, John M. Bauer2, and Carlie J.M. Azzopardi1 2021 1Oregon Department of Geology and Mineral Industries, 800 NE Oregon Street, Suite 965, Portland, OR 97232 2Principal, Bauer GIS Solutions, Portland, OR 97229 2021 Oregon Seismic Hazard Database: Purpose and Methods DISCLAIMER This product is for informational purposes and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. Users of this information should review or consult the primary data and information sources to ascertain the usability of the information. This publication cannot substitute for site-specific investigations by qualified practitioners. Site-specific data may give results that differ from the results shown in the publication. WHAT’S IN THIS PUBLICATION? The Oregon Seismic Hazard Database, release 1 (OSHD-1.0), is the first comprehensive collection of seismic hazard data for Oregon. This publication consists of a geodatabase containing coseismic geohazard maps and quantitative ground shaking and ground deformation maps; a report describing the methods used to prepare the geodatabase, and map plates showing 1) the highest level of shaking (peak ground velocity) expected to occur with a 2% chance in the next 50 years, equivalent to the most severe shaking likely to occur once in 2,475 years; 2) median shaking levels expected from a suite of 30 magnitude 9 Cascadia subduction zone earthquake simulations; and 3) the probability of experiencing shaking of Modified Mercalli Intensity VII, which is the nominal threshold for structural damage to buildings. -
Bray 2011 Pseudostatic Slope Stability Procedure Paper
Paper No. Theme Lecture 1 PSEUDOSTATIC SLOPE STABILITY PROCEDURE Jonathan D. BRAY 1 and Thaleia TRAVASAROU2 ABSTRACT Pseudostatic slope stability procedures can be employed in a straightforward manner, and thus, their use in engineering practice is appealing. The magnitude of the seismic coefficient that is applied to the potential sliding mass to represent the destabilizing effect of the earthquake shaking is a critical component of the procedure. It is often selected based on precedence, regulatory design guidance, and engineering judgment. However, the selection of the design value of the seismic coefficient employed in pseudostatic slope stability analysis should be based on the seismic hazard and the amount of seismic displacement that constitutes satisfactory performance for the project. The seismic coefficient should have a rational basis that depends on the seismic hazard and the allowable amount of calculated seismically induced permanent displacement. The recommended pseudostatic slope stability procedure requires that the engineer develops the project-specific allowable level of seismic displacement. The site- dependent seismic demand is characterized by the 5% damped elastic design spectral acceleration at the degraded period of the potential sliding mass as well as other key parameters. The level of uncertainty in the estimates of the seismic demand and displacement can be handled through the use of different percentile estimates of these values. Thus, the engineer can properly incorporate the amount of seismic displacement judged to be allowable and the seismic hazard at the site in the selection of the seismic coefficient. Keywords: Dam; Earthquake; Permanent Displacements; Reliability; Seismic Slope Stability INTRODUCTION Pseudostatic slope stability procedures are often used in engineering practice to evaluate the seismic performance of earth structures and natural slopes. -
Living on Shaky Ground: How to Survive Earthquakes and Tsunamis
HOW TO SURVIVE EARTHQUAKES AND TSUNAMIS IN OREGON DAMAGE IN doWNTOWN KLAMATH FALLS FRom A MAGNITUde 6.0 EARTHQUAke IN 1993 TSUNAMI DAMAGE IN SEASIde FRom THE 1964GR EAT ALASKAN EARTHQUAke 1 Oregon Emergency Management Copyright 2009, Humboldt Earthquake Education Center at Humboldt State University. Adapted and reproduced with permission by Oregon Emergency You Can Prepare for the Management with help from the Oregon Department of Geology and Mineral Industries. Reproduction by permission only. Next Quake or Tsunami Disclaimer This document is intended to promote earthquake and tsunami readiness. It is based on the best SOME PEOplE THINK it is not worth preparing for an earthquake or a tsunami currently available scientific, engineering, and sociological because whether you survive or not is up to chance. NOT SO! Most Oregon research. Following its suggestions, however, does not guarantee the safety of an individual or of a structure. buildings will survive even a large earthquake, and so will you, especially if you follow the simple guidelines in this handbook and start preparing today. Prepared by the Humboldt Earthquake Education Center and the Redwood Coast Tsunami Work Group (RCTWG), If you know how to recognize the warning signs of a tsunami and understand in cooperation with the California Earthquake Authority what to do, you will survive that too—but you need to know what to do ahead (CEA), California Emergency Management Agency (Cal EMA), Federal Emergency Management Agency (FEMA), of time! California Geological Survey (CGS), Department of This handbook will help you prepare for earthquakes and tsunamis in Oregon. Interior United States Geological Survey (USGS), the National Oceanographic and Atmospheric Administration It explains how you can prepare for, survive, and recover from them. -
Summary of the New W4300 Course in DEES: “The Earth's Deep Interior” Instructor: Paul G
Summary of the new W4300 course in DEES: “The Earth's Deep Interior” Instructor: Paul G. Richards ([email protected]) This course emphasizes the geophysical study of Earth structure below the crust, drawing upon geodesy, geomagnetism, gravity, thermal studies, seismology, and some geochemistry. It covers the principal techniques by which discoveries have been made in deep Earth structure, and describes particular features of the mantle, and fluid and solid cores, such as: • the upper mantle beneath old and young oceans and continents • the transition zone in the mantle between about 400 and 700 km depth (within which density and elastic moduli increase anomalously with depth), • the lowermost mantle and core/mantle boundary (across which density doubles and sound speed halves), and • the outer core/inner core boundary (discovered by seismology, and profoundly affecting the Earth's magnetic field). The course is part of the core curriculum for graduate students in solid Earth geophysics and marine geophysics, is an elective for solid Earth geochemistry and geology, and is accessible to undergraduate science majors with adequate math and physics. The course, together with EESC W 4950x (Math Methods in the Earth Sciences), replaces the previous W 4945x – 4946y (Geophysical Theory I and II). It includes parts of previous courses (no longer listed) in seismology, geomagnetism, and thermal history. Emphasis is on current structure, rather than evaluation of dynamic processes (such as convection). Prerequisites calculus, differential -
Seismic Wavefield Imaging of Earth's Interior Across Scales
TECHNICAL REVIEWS Seismic wavefield imaging of Earth’s interior across scales Jeroen Tromp Abstract | Seismic full- waveform inversion (FWI) for imaging Earth’s interior was introduced in the late 1970s. Its ultimate goal is to use all of the information in a seismogram to understand the structure and dynamics of Earth, such as hydrocarbon reservoirs, the nature of hotspots and the forces behind plate motions and earthquakes. Thanks to developments in high- performance computing and advances in modern numerical methods in the past 10 years, 3D FWI has become feasible for a wide range of applications and is currently used across nine orders of magnitude in frequency and wavelength. A typical FWI workflow includes selecting seismic sources and a starting model, conducting forward simulations, calculating and evaluating the misfit, and optimizing the simulated model until the observed and modelled seismograms converge on a single model. This method has revealed Pleistocene ice scrapes beneath a gas cloud in the Valhall oil field, overthrusted Iberian crust in the western Pyrenees mountains, deep slabs in subduction zones throughout the world and the shape of the African superplume. The increased use of multi- parameter inversions, improved computational and algorithmic efficiency , and the inclusion of Bayesian statistics in the optimization process all stand to substantially improve FWI, overcoming current computational or data- quality constraints. In this Technical Review, FWI methods and applications in controlled- source and earthquake seismology are discussed, followed by a perspective on the future of FWI, which will ultimately result in increased insight into the physics and chemistry of Earth’s interior. -
Characteristics of Foreshocks and Short Term Deformation in the Source Area of Major Earthquakes
Characteristics of Foreshocks and Short Term Deformation in the Source Area of Major Earthquakes Peter Molnar Massachusetts Institute of Technology 77 Massachusetts Avenue Cambridge, Massachusetts 02139 USGS CONTRACT NO. 14-08-0001-17759 Supported by the EARTHQUAKE HAZARDS REDUCTION PROGRAM OPEN-FILE NO.81-287 U.S. Geological Survey OPEN FILE REPORT This report was prepared under contract to the U.S. Geological Survey and has not been reviewed for conformity with USGS editorial standards and stratigraphic nomenclature. Opinions and conclusions expressed herein do not necessarily represent those of the USGS. Any use of trade names is for descriptive purposes only and does not imply endorsement by the USGS. Appendix A A Study of the Haicheng Foreshock Sequence By Lucile Jones, Wang Biquan and Xu Shaoxie (English Translation of a Paper Published in Di Zhen Xue Bao (Journal of Seismology), 1980.) Abstract We have examined the locations and radiation patterns of the foreshocks to the 4 February 1978 Haicheng earthquake. Using four stations, the foreshocks were located relative to a master event. They occurred very close together, no more than 6 kilo meters apart. Nevertheless, there appear to have been too clusters of foreshock activity. The majority of events seem to have occurred in a cluster to the east of the master event along a NNE-SSW trend. Moreover, all eight foreshocks that we could locate and with a magnitude greater than 3.0 occurred in this group. The're also "appears to be a second cluster of foresfiocks located to the northwest of the first. Thus it seems possible that the majority of foreshocks did not occur on the rupture plane of the mainshock, which trends WNW, but on another plane nearly perpendicualr to the mainshock.