Detectability of Seismic Waves from the Submarine Landslide That Caused the 1998 Papua New Guinea Tsunami
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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. -
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. -
Submarine Landslides in the Santa Barbara Channel As Potential Tsunami Sources H
Submarine landslides in the Santa Barbara Channel as potential tsunami sources H. G. Greene, L. Y. Murai, P. Watts, N. A. Maher, M. A. Fisher, C. E. Paull, P. Eichhubl To cite this version: H. G. Greene, L. Y. Murai, P. Watts, N. A. Maher, M. A. Fisher, et al.. Submarine landslides in the Santa Barbara Channel as potential tsunami sources. Natural Hazards and Earth System Sciences, Copernicus Publ. / European Geosciences Union, 2006, 6 (1), pp.63-88. hal-00299251 HAL Id: hal-00299251 https://hal.archives-ouvertes.fr/hal-00299251 Submitted on 16 Jan 2006 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. Natural Hazards and Earth System Sciences, 6, 63–88, 2006 SRef-ID: 1684-9981/nhess/2006-6-63 Natural Hazards European Geosciences Union and Earth © 2006 Author(s). This work is licensed System Sciences under a Creative Commons License. Submarine landslides in the Santa Barbara Channel as potential tsunami sources H. G. Greene1, L. Y. Murai2, P. Watts3, N. A. Maher4, M. A. Fisher5, C. E. Paull1, and P. Eichhubl6 1Monterey Bay Aquarium Research Institute (MBARI), 7700 Sandholdt Road, Moss Landing, CA 95039; Moss Landing Marine Laboratories, 8272 Moss Landing Road Moss Landing, CA 95039, USA 2Moss Landing Marine Laboratories, 8272 Moss Landing Road, Moss Landing, CA 95039, USA 3Applied Fluids Engineering, Inc., 5710 E. -
Geotechnical and Geologic Constraints on Tsunamigenic Submarine Landslides
GEOTECHNICAL AND GEOLOGIC CONSTRAINTS ON TSUNAMIGENIC SUBMARINE LANDSLIDES H.J. LEE U.S. Geological Survey, 345 Middlefield Road, Menlo Park, CA 94025 USA Abstract Modeling submarine-landslide-induced tsunamis requires many simplifications of the landslide process, although the real world is much more complicated. Clearly tsunami modelers cannot consider all facets, but there is value in being aware of the complications. This paper describes the many environments in which submarine landslides can occur and the triggers that typically initiate them. Earthquakes acting on continental or canyon slopes comprise probably the most common scenario but many other combinations of environments and triggers are possible. Surprisingly, many sediment-covered slopes in highly seismically active areas have not failed. A possible explanation for this phenomenon is a process called “seismic strengthening.” The existence of such a process reduces somewhat the risk of landslide tsunamis along active margins while maintaining the risk along passive margins. Once a trigger has initiated a landslide in one of the vulnerable environments, failed masses begin to move downslope. Depending upon initial density state, the masses may convert into fluid-like sediment flows or even more dilute turbidity currents. A model for quantifying the tendency to flow is provided. Finally, a case study of the landslides and landslide tsunamis that occurred in Port Valdez, Alaska, during the 1964 Great Alaska Earthquake is provided. The excellent data base, including before and after bathymetry, shows that both large rigid block motion and mobilized sediment flows can occur near each other during the same event. The intact blocks are more efficient in producing tsunamis but the sediment flow can move farther and can erode and entrain considerable bottom sediment as they progress across the seafloor. -
Submarine Slope Stability
Submarine Slope Stability Based on M.S. Engineering Thesis Development of a Database and Assessment of Seafloor Slope Stability Based on Published Literature By James Johnathan Hance, B. S. The University of Texas at Austin Supervisor Dr. Stephen G. Wright The University of Texas at Austin Project Report Prepared for the Minerals Management Service Under the MMS/OTRC Cooperative Research Agreement 1435-01-99-CA-31003 Task Order 18217 MMS Project 421 August 2003 OTRC Library Number: 8/03B121 For more information contact: Offshore Technology Research Center Texas A&M University 1200 Mariner Drive College Station, Texas 77845-3400 (979) 845-6000 or Offshore Technology Research Center The University of Texas at Austin 1 University Station C3700 Austin, Texas 78712-0318 (512) 471-6989 A National Science Foundation Graduated Engineering Research Center Submarine Slope Stability Executive Summary Background and Context Oil and gas developments often require placing equipment, e.g., subsea wells, pipelines and flowlines, foundation systems for floating structures, in areas with sloping seafloors. Submarine slope failures can occur in such areas and create soil slides. Thus the stability of submarine slopes must be considered in selecting the site for installing and designing seafloor equipment. Assessing submarine slope stability requires estimating the likelihood, extent, and impact of a slide during the lifetime of the facility. This assessment is difficult due to the large difference in time scales between the project life (10’s of years) and the geologic processes and triggering mechanisms that cause the slides (10,000’s of years) Such an assessment is best approached through a probabilistic risk analysis that considers the risks to the equipment; the causes, likelihood, and behavior of submarine slides; and the uncertainties. -
Submarine Landslide Flows Simulation Through Centrifuge Modelling
SUBMARINE LANDSLIDE FLOWS SIMULATION THROUGH CENTRIFUGE MODELLING by Chang Shin GUE A dissertation submitted for the degree of Doctor of Philosophy at the University of Cambridge Churchill College January 2012 “Do not go where the path may lead, go instead where there is no path and leave a trail” - Ralph Waldo Emerson “If I have seen further than others, it is by standing upon the shoulders of giants” - Isaac Newton “Continuous effort – not strength or intelligence – is the key to unlocking our potential” - Winston Churchill ABSTRACT SUBMARINE LANDSLIDE FLOWS SIMULATION THROUGH CENTRIFUGE MODELLING Chang Shin GUE Landslides occur both onshore and offshore. However, little attention has been given to offshore landslides (submarine landslides). Submarine landslides have significant impacts and consequences on offshore and coastal facilities. The unique characteristics of submarine landslides include large mass movements and long travel distances at very gentle slopes. This thesis is concerned with developing centrifuge scaling laws for submarine landslide flows through the study of modelling submarine landslide flows in a mini-drum centrifuge. A series of tests are conducted at different gravity fields in order to understand the scaling laws involved in the simulation of submarine landslide flows. The model slope is instrumented with miniature sensors for measurements of pore pressures at different locations beneath the landslide flow. A series of digital cameras are used to capture the landslide flow in flight. Numerical studies are also carried out in order to compare the results obtained with the data from the centrifuge tests. The Depth Averaged Material Point Method (DAMPM) is used in the numerical simulations to deal with large deformation (such as the long runout of submarine landslide flows). -
Chapter 2 Spatial Patterns for Landslide Ecology Lawrence R
University of Nebraska - Lincoln DigitalCommons@University of Nebraska - Lincoln USDA National Wildlife Research Center - Staff U.S. Department of Agriculture: Animal and Plant Publications Health Inspection Service 2013 Chapter 2 Spatial patterns for Landslide Ecology Lawrence R. Walker University of Nevada, [email protected] Aaron B. Shiels USDA/APHIS/WS National Wildlife Research Center, [email protected] Follow this and additional works at: https://digitalcommons.unl.edu/icwdm_usdanwrc Part of the Life Sciences Commons Walker, Lawrence R. and Shiels, Aaron B., "Chapter 2 Spatial patterns for Landslide Ecology" (2013). USDA National Wildlife Research Center - Staff Publications. 1641. https://digitalcommons.unl.edu/icwdm_usdanwrc/1641 This Article is brought to you for free and open access by the U.S. Department of Agriculture: Animal and Plant Health Inspection Service at DigitalCommons@University of Nebraska - Lincoln. It has been accepted for inclusion in USDA National Wildlife Research Center - Staff ubP lications by an authorized administrator of DigitalCommons@University of Nebraska - Lincoln. Published in LANDSLIDE ECOLOGY (New York: Cambridge University Press, 2013), by Lawrence R. Walker (University of Nevada, Las Vegas) and Aaron B. Shiels (USDA National Wildlife Research Center, Hila, Hawai’i). This document is a U.S. government work, not subject to copyright in the United States. 2 Spatial patterns Key points 1. Remote sensing tools have greatly improved the mapping of both terrestrial and submarine landslides, particularly at global scales. At regional and local scales, environmental correlates are being found that help interpret spatial patterns and related ecological processes on landslides. 2. Landslides are frequent on only 4% of the terrestrial landscape and coverage varies over time because new landslides do not occur at a constant rate.