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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 -
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. -
Evaluation of Liquefaction Potential of Soil by Down Borehole Method
Missouri University of Science and Technology Scholars' Mine International Conferences on Recent Advances 2010 - Fifth International Conference on Recent in Geotechnical Earthquake Engineering and Advances in Geotechnical Earthquake Soil Dynamics Engineering and Soil Dynamics 26 May 2010, 4:45 pm - 6:45 pm Evaluation of Liquefaction Potential of Soil by Down Borehole Method Sumit Ghose Bengal Engineering and Science University, India Ambarish Ghosh Bengal Engineering and Science University, India Follow this and additional works at: https://scholarsmine.mst.edu/icrageesd Part of the Geotechnical Engineering Commons Recommended Citation Ghose, Sumit and Ghosh, Ambarish, "Evaluation of Liquefaction Potential of Soil by Down Borehole Method" (2010). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 15. https://scholarsmine.mst.edu/icrageesd/05icrageesd/session01/15 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]. EVALUATION OF LIQUEFACTION -
Defining P-Wave and S-Wave Stratal Surfaces with Nine-Component Vsps
INTERPRETER’S CORNER Coordinated by Rebecca B. Latimer Defining P-wave and S-wave stratal surfaces with nine-component VSPs BOB A. HARDAGE, MICHAEL DEANGELO, and PAUL MURRAY, Bureau of Economic Geology, Austin, Texas, U.S. Nine-component vertical seismic profile (9C VSP) data were acquired across a three-state area (Texas, Kansas, Colorado) to evaluate the relative merits of imaging Morrow and post-Morrow stratigraphy with compressional (P-wave) seismic data and shear (S-wave) seismic data. 9C VSP data generated using three orthogonal vector sources were used in this study rather than 3C data generated by only a ver- tical-displacement source because the important SH shear mode would not have been available if only the latter had been acquired. The popular SV converted mode (or C wave) utilized in 3C seismic technology is created by P-to-SV mode conversions at nonvertical angles of incidence at subsurface interfaces rather than propagating directly from an SV source as in 9C data acquisition. In contrast, 9C acquisition generates a P-wave mode and both fundamental S-wave modes (SH and SV) directly at the source station and allows these three basic compo- nents of the elastic seismic wavefield to be isolated from each other for imaging purposes. The purpose of these field tests was to compare SH, SV, and P reflectivity at targeted inter- faces. Because C waves were not an imaging objective, we used zero-offset acquisition geometry, which caused C-wave reflectivity to be quite small. We consider zero offset a source- to-receiver offset that is less than one-tenth of the depth to the shallowest receiver station. -
Seismic Site Classifications for the St. Louis Urban Area
Missouri University of Science and Technology Scholars' Mine Geosciences and Geological and Petroleum Geosciences and Geological and Petroleum Engineering Faculty Research & Creative Works Engineering 01 Jun 2012 Seismic Site Classifications for the St. Louis Urban Area Jaewon Chung J. David Rogers Missouri University of Science and Technology, [email protected] Follow this and additional works at: https://scholarsmine.mst.edu/geosci_geo_peteng_facwork Part of the Geology Commons Recommended Citation J. Chung and J. D. Rogers, "Seismic Site Classifications for the St. Louis Urban Area," Bulletin of the Seismological Society of America, vol. 102, no. 3, pp. 980-990, Seismological Society of America, Jun 2012. The definitive version is available at https://doi.org/10.1785/0120110275 This Article - Journal is brought to you for free and open access by Scholars' Mine. It has been accepted for inclusion in Geosciences and Geological and Petroleum Engineering Faculty Research & Creative Works 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]. Bulletin of the Seismological Society of America, Vol. 102, No. 3, pp. 980–990, June 2012, doi: 10.1785/0120110275 Seismic Site Classifications for the St. Louis Urban Area by Jae-won Chung and J. David Rogers Abstract Regional National Earthquake Hazards Reduction Program (NEHRP) soil class maps have become important input parameters for seismic site character- ization and hazard studies. The broad range of shallow shear-wave velocity (VS30, the average shear-wave velocity in the upper 30 m) measurements in the St. -
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. -
Chapter 2 the Evolution of Seismic Monitoring Systems at the Hawaiian Volcano Observatory
Characteristics of Hawaiian Volcanoes Editors: Michael P. Poland, Taeko Jane Takahashi, and Claire M. Landowski U.S. Geological Survey Professional Paper 1801, 2014 Chapter 2 The Evolution of Seismic Monitoring Systems at the Hawaiian Volcano Observatory By Paul G. Okubo1, Jennifer S. Nakata1, and Robert Y. Koyanagi1 Abstract the Island of Hawai‘i. Over the past century, thousands of sci- entific reports and articles have been published in connection In the century since the Hawaiian Volcano Observatory with Hawaiian volcanism, and an extensive bibliography has (HVO) put its first seismographs into operation at the edge of accumulated, including numerous discussions of the history of Kīlauea Volcano’s summit caldera, seismic monitoring at HVO HVO and its seismic monitoring operations, as well as research (now administered by the U.S. Geological Survey [USGS]) has results. From among these references, we point to Klein and evolved considerably. The HVO seismic network extends across Koyanagi (1980), Apple (1987), Eaton (1996), and Klein and the entire Island of Hawai‘i and is complemented by stations Wright (2000) for details of the early growth of HVO’s seismic installed and operated by monitoring partners in both the USGS network. In particular, the work of Klein and Wright stands and the National Oceanic and Atmospheric Administration. The out because their compilation uses newspaper accounts and seismic data stream that is available to HVO for its monitoring other reports of the effects of historical earthquakes to extend of volcanic and seismic activity in Hawai‘i, therefore, is built Hawai‘i’s detailed seismic history to nearly a century before from hundreds of data channels from a diverse collection of instrumental monitoring began at HVO. -
Shear Wave Velocity and Its Effect on Seismic Design Forces and Liquefaction Assessment
Missouri University of Science and Technology Scholars' Mine International Conference on Case Histories in (2004) - Fifth International Conference on Case Geotechnical Engineering Histories in Geotechnical Engineering 17 Apr 2004, 10:30am - 12:30pm Shear Wave Velocity and Its Effect on Seismic Design Forces and Liquefaction Assessment Thomas G. Thomann URS Corporation, New York, New York Khaled Chowdhury URS Corporation, New York, New York Follow this and additional works at: https://scholarsmine.mst.edu/icchge Part of the Geotechnical Engineering Commons Recommended Citation Thomann, Thomas G. and Chowdhury, Khaled, "Shear Wave Velocity and Its Effect on Seismic Design Forces and Liquefaction Assessment" (2004). International Conference on Case Histories in Geotechnical Engineering. 2. https://scholarsmine.mst.edu/icchge/5icchge/session03/2 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 Conference on Case Histories in Geotechnical Engineering 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]. SHEAR WAVE VELOCITY AND ITS EFFECT ON SEISMIC DESIGN FORCES AND LIQUEFACTION ASSESSMENT Thomas G. Thomann Khaled Chowdhury URS Corporation URS Corporation New York, NY (USA) New York, NY (USA) ABSTRACT The shear wave velocity of soil and rock is one of the key components in establishing the design response spectra, and therefore the seismic design forces, for a building, bridge, or other structure. -
PEAT8002 - SEISMOLOGY Lecture 13: Earthquake Magnitudes and Moment
PEAT8002 - SEISMOLOGY Lecture 13: Earthquake magnitudes and moment Nick Rawlinson Research School of Earth Sciences Australian National University Earthquake magnitudes and moment Introduction In the last two lectures, the effects of the source rupture process on the pattern of radiated seismic energy was discussed. However, even before earthquake mechanisms were studied, the priority of seismologists, after locating an earthquake, was to quantify their size, both for scientific purposes and hazard assessment. The first measure introduced was the magnitude, which is based on the amplitude of the emanating waves recorded on a seismogram. The idea is that the wave amplitude reflects the earthquake size once the amplitudes are corrected for the decrease with distance due to geometric spreading and attenuation. Earthquake magnitudes and moment Introduction Magnitude scales thus have the general form: A M = log + F(h, ∆) + C T where A is the amplitude of the signal, T is its dominant period, F is a correction for the variation of amplitude with the earthquake’s depth h and angular distance ∆ from the seismometer, and C is a regional scaling factor. Magnitude scales are logarithmic, so an increase in one unit e.g. from 5 to 6, indicates a ten-fold increase in seismic wave amplitude. Note that since a log10 scale is used, magnitudes can be negative for very small displacements. For example, a magnitude -1 earthquake might correspond to a hammer blow. Earthquake magnitudes and moment Richter magnitude The concept of earthquake magnitude was introduced by Charles Richter in 1935 for southern California earthquakes. He originally defined earthquake magnitude as the logarithm (to the base 10) of maximum amplitude measured in microns on the record of a standard torsion seismograph with a pendulum period of 0.8 s, magnification of 2800, and damping factor 0.8, located at a distance of 100 km from the epicenter. -
Paper 4: Seismic Methods for Determining Earthquake Source
Paper 4: Seismic methods for determining earthquake source parameters and lithospheric structure WALTER D. MOONEY U.S. Geological Survey, MS 977, 345 Middlefield Road, Menlo Park, California 94025 For referring to this paper: Mooney, W. D., 1989, Seismic methods for determining earthquake source parameters and lithospheric structure, in Pakiser, L. C., and Mooney, W. D., Geophysical framework of the continental United States: Boulder, Colorado, Geological Society of America Memoir 172. ABSTRACT The seismologic methods most commonly used in studies of earthquakes and the structure of the continental lithosphere are reviewed in three main sections: earthquake source parameter determinations, the determination of earth structure using natural sources, and controlled-source seismology. The emphasis in each section is on a description of data, the principles behind the analysis techniques, and the assumptions and uncertainties in interpretation. Rather than focusing on future directions in seismology, the goal here is to summarize past and current practice as a companion to the review papers in this volume. Reliable earthquake hypocenters and focal mechanisms require seismograph locations with a broad distribution in azimuth and distance from the earthquakes; a recording within one focal depth of the epicenter provides excellent hypocentral depth control. For earthquakes of magnitude greater than 4.5, waveform modeling methods may be used to determine source parameters. The seismic moment tensor provides the most complete and accurate measure of earthquake source parameters, and offers a dynamic picture of the faulting process. Methods for determining the Earth's structure from natural sources exist for local, regional, and teleseismic sources. One-dimensional models of structure are obtained from body and surface waves using both forward and inverse modeling. -
Modelling Seismic Wave Propagation for Geophysical Imaging J
Modelling Seismic Wave Propagation for Geophysical Imaging J. Virieux, V. Etienne, V. Cruz-Atienza, R. Brossier, E. Chaljub, O. Coutant, S. Garambois, D. Mercerat, V. Prieux, S. Operto, et al. To cite this version: J. Virieux, V. Etienne, V. Cruz-Atienza, R. Brossier, E. Chaljub, et al.. Modelling Seismic Wave Propagation for Geophysical Imaging. Seismic Waves - Research and Analysis, Masaki Kanao, 253- 304, Chap.13, 2012, 978-953-307-944-8. hal-00682707 HAL Id: hal-00682707 https://hal.archives-ouvertes.fr/hal-00682707 Submitted on 5 Apr 2012 HAL is a multi-disciplinary open access L’archive ouverte pluridisciplinaire HAL, est archive for the deposit and dissemination of sci- destinée au dépôt et à la diffusion de documents entific research documents, whether they are pub- scientifiques de niveau recherche, publiés ou non, lished or not. The documents may come from émanant des établissements d’enseignement et de teaching and research institutions in France or recherche français ou étrangers, des laboratoires abroad, or from public or private research centers. publics ou privés. 130 Modelling Seismic Wave Propagation for Geophysical Imaging Jean Virieux et al.1,* Vincent Etienne et al.2†and Victor Cruz-Atienza et al.3‡ 1ISTerre, Université Joseph Fourier, Grenoble 2GeoAzur, Centre National de la Recherche Scientifique, Institut de Recherche pour le développement 3Instituto de Geofisica, Departamento de Sismologia, Universidad Nacional Autónoma de México 1,2France 3Mexico 1. Introduction − The Earth is an heterogeneous complex media from