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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. -
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. -
JONATHAN DONALD BRAY Faculty Chair in Earthquake Engineering Excellence Professor of Geotechnical Engineering University of California at Berkeley
JONATHAN DONALD BRAY Faculty Chair in Earthquake Engineering Excellence Professor of Geotechnical Engineering University of California at Berkeley Office Address: Department of Civil and Environmental Engineering 453 Davis Hall, MC-1710 University of California Berkeley, CA 94720-1710 Office Phone: (510) 642-9843 Cell Phone: (925) 212-7842 E-Mail: [email protected] EDUCATION UNIVERSITY OF CALIFORNIA, Berkeley, California Ph.D. in Geotechnical Engineering, 1990 STANFORD UNIVERSITY, Palo Alto, California M.S. in Structural Engineering, 1981 UNITED STATES MILITARY ACADEMY, West Point, New York B.S., 1980 AWARDS AND HONORS National Academy of Engineering, elected in 2015. Mueser Rutledge Lecture, American Society of Civil Engineers Metropolitan Section, New York, 2014 Ralph B. Peck Award, American Society of Civil Engineers, 2013 Fulbright Award, U.S. Fulbright Scholarship to New Zealand, 2013 William B. Joyner Lecture Award, Seismological Society of America & Earthquake Engineering Research Institute, 2012 Erskine Fellow, University of Canterbury, Christchurch, New Zealand, 2012 Thomas A. Middlebrooks Award, American Society of Civil Engineers, 2010 Fellow, American Society of Civil Engineers, 2006 Shamsher Prakash Research Award, Shamsher Prakash Foundation, 1999 Walter L. Huber Civil Engineering Research Prize, American Society of Civil Engineers, 1997 American Society of Civil Engineers Technical Council on Forensic Engineering Outstanding Paper Award, 1995 North American Geosynthetics Society - State of the Practice Award of Excellence, 1995 North American Geosynthetics Society - Geotechnical Engineering Technology Award of Excellence, 1993 David and Lucile Packard Foundation Fellowship for Science and Engineering, 1992-1997 Presidential Young Investigator Award, National Science Foundation, 1991-1996 American Society of Civil Engineers Trent R. Dames and William W. -
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. -
Gregory C. Beroza Department of Geophysics, 397 Panama Mall, Stanford, CA, 94305-2215 Phone: (650)723-4958 Fax: (650)725-7344 E-Mail: [email protected]
Gregory C. Beroza Department of Geophysics, 397 Panama Mall, Stanford, CA, 94305-2215 Phone: (650)723-4958 Fax: (650)725-7344 E-Mail: [email protected] Positions • Wayne Loel Professor of Earth Sciences, Stanford University 2008-present • Professor of Geophysics, Stanford University 2003-present • Associate Professor of Geophysics, Stanford University 1994-2003 • Assistant Professor of Geophysics, Stanford University 1990-1994 • Postdoctoral Associate, Massachusetts Institute of Technology 1989-1990 Education Ph.D. Geophysics, Massachusetts Institute of Technology 1989 B.S. Earth Sciences, University of California at Santa Cruz 1982 Honors and Awards • Lawson Lecturer, University of California Berkeley 2015 • Beno Gutenberg Medal, European Geosciences Union 2014 • Citation, Geophysical Research Letters, 40th Anniversary Collection 2014 • IRIS/SSA Distinguished Lecturer 2012 • RIT Distinguished Lecturer 2011 • Wayne Loel Professor of Earth Sciences 2009 • Brinson Lecturer, Carnegie Institute of Washington 2008 • Fellow, American Geophysical Union 2008 • NSF Presidential Young Investigator Award 1991 • NSF Graduate Fellowship 1983 • ARCS Foundation Scholarship 1983 • UCSC Chancellor’s Award for Undergraduates 1983 • Outstanding Undergraduate in Earth Science 1983 • Highest Honors in the Major 1982 • Undergraduate Thesis Honors 1982 Recent Professional Activities • Associate Editor, Science Advances 2016-present • AGU Seismology Section President 2015-present • IRIS Industry Working Group 2015-present Gregory C. Beroza Page 2 • Co-Director, -
Geologic Mapping and the Trans-Alaska Pipeline Using Geologic Maps to Protect Infrastructure and the Environment
Case Study Geologic Mapping and the Trans-Alaska Pipeline Using geologic maps to protect infrastructure and the environment Overview The 800-mile-long Trans-Alaska Pipeline, which starts at examining the fault closely and analyzing its rate of Prudhoe Bay on Alaska’s North Slope, can carry 2 million movement, geologists determined that the area around barrels of oil per day south to the port of Valdez for export, the pipeline crossing—had the potential to generate a equal to roughly 10% of the daily consumption in the United very significant earthquake greater than magnitude 8. States in 2017. The pipeline crosses the Denali fault some 90 miles south of Fairbanks. A major earthquake along the fault could cause the pipeline to rupture, spilling crude oil into the surrounding environment. Denali Fault Trace In 2002, a magnitude 7.9 earthquake struck the Denali fault, one of the largest earthquakes ever recorded in North America, which caused violent shaking and large ground movement where the pipeline crossed the fault. However, the pipeline did not spill a drop of oil, and only saw a 3-day shutdown for inspections. Geologic mapping of the pipeline area prior to its construction allowed geologists and engineers to identify and plan for earthquake hazards in the pipeline design, which mitigated damage to pipeline infrastructure and helped prevent a potentially major oil spill during the 2002 earthquake. Geologic Mapping The Trans-Alaska Pipeline after the 2002 earthquake on the Denali Mapping the bedrock geology along the 1,000-mile-long fault. The fault rupture occurred between the second and third Denali fault revealed information on past movement on the beams fault and the likely direction of motion on the fault in future Image credit: Tim Dawson, U.S. -
Liquefaction Limits in Earthquake And
Floods on Mars Released from Groundwater by Impact Chi-yuen Wang, Michael Manga and Alex Wong Department of Earth and Planetary Science University of California, Berkeley CA 94720 On earth, large earthquakes commonly cause saturated soils to liquefy and streamflow to increase. We suggest that meteoritic impacts on Mars may have repeatedly caused similar liquefaction to enable violent eruption of groundwater. The amount of erupted water may be comparable to that required to produce catastrophic floods and to form outflow channels. Key words: liquefaction, impacts, chaos 1. Introduction Liquefaction frequently occurs on Earth during or immediately after large earthquakes, when saturated soils lose their shear resistance, become fluid-like, and are ejected to the surface, causing lateral spreading of ground and foundering of engineered foundations (e.g., Terzaghi et al., 1996). During the 1964 Alaskan earthquake, for example, ejection of fluidized sediments occurred at distances more than 400 km from the epicenter (Waller, 1968). Increased streamflow is also commonly observed after earthquakes (Montgomery and Manga, 2003). Suggested causes include coseismic liquefaction (Manga et al., 2003), coseismic strain (Muir-Wood and King, 1993), enhanced permeability (Rojstaczer et al., 1995) and rupturing of hydrothermal reservoirs (Wang et al., 2004a). Extensive laboratory and field studies (e.g., Terzaghi et al., 1996) show that saturated soils liquefy during ground shaking as a result of pore-pressure buildup that in turn is due to the compaction of soils in an undrained condition. Furthermore, laboratory experiments (Dobry, 1985; Vucetic, 1994) showed that the threshold of pore-pressure buildup is insensitive to the type of soils (from clays to loose sand) and the environmental conditions. -
1In His E-Mail Dated March 26, 1997, Supplementing His Petition, The
DD-97-23 UNITED STATES OF AMERICA NUCLEAR REGULATORY COMMISSION OFFICE OF NUCLEAR REACTOR REGULATION Samuel J. Collins, Director In the Matter of ) ) SOUTHERN CALIFORNIA EDISON COMPANY ) Docket Nos. 50-361 ) and 50-362 (San Onofre Nuclear Generating ) 10 CFR § 2.206 Station, Units 2 and 3 ) DIRECTOR’S DECISION UNDER 10 CFR § 2.206 I. INTRODUCTION By Petition dated September 22, 1996, Stephen Dwyer (Petitioner) requested that the Nuclear Regulatory Commission (NRC) take action with regard to San Onofre Nuclear Generating Station (SONGS). The Petitioner requested that the NRC shut down the SONGS facility “as soon as possible” pending a complete review of the “new seismic risk.”1 The Petitioner asserted as a basis for this request that a design criterion for the plant, which was “0.75 G’s acceleration,” is “fatally flawed” on the basis of new information gathered at the Landers and Northridge earthquakes. The Petitioner asserted (1) that the accelerations recorded at Northridge exceeded “1.8G’s and it was only a Richter 7+ quake,” (2) that there were horizontal offsets of up to 20 feet in the Landers quake, and (3) that the Northridge fault was a “Blind Thrust and not mapped or assessed.” On November 22, 1996, the NRC staff acknowledged receipt of the 1In his e-mail dated March 26, 1997, supplementing his Petition, the Petitioner also requested removal of "all spent fuel out of the southern California seismic zone." - 2 - Petition as a request pursuant to 10 CFR 2.206 and informed the Petitioner that there was insufficient evidence to conclude that the requested immediate action was warranted. -
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. -
Lajoie Mines 0052E 11684.Pdf (8.185Mb)
NEW APPROACHES TO STUDYING SHALLOW FAULT ZONE PROPERTIES WITH HIGH-RESOLUTION TOPOGRAPHY by Lia J. Lajoie c Copyright by Lia J. Lajoie, 2019 All Rights Reserved A thesis submitted to the Faculty and the Board of Trustees of the Colorado School of Mines in partial fulfillment of the requirements for the degree of Doctor of Philosophy (Geophysics). Golden, Colorado Date Signed: Lia J. Lajoie Signed: Dr. Edwin Karl Nissen Thesis Advisor Golden, Colorado Date Signed: Dr. John Bradford Professor and Head Department of Geophysics ii ABSTRACT Coseismic surface deformation fields provide us with information about the physical and mechanical properties of faults and fault zones. Recent advances in geodetic imaging and analysis allow us to map deformation and infer fault properties at spatial resolutions that were previously unattainable. These high-resolution, remotely-sensed datasets provide an intermediate observational scale that bridges the gap between very local field measure- ments of surficial faulting and far-field satellite geodesy which samples deeper slip, allowing previously-overlooked shallow-subsurface fault structure to be probed. In this thesis, I use new analytical techniques to study the shallow sub-surface properties of three recent and historic earthquakes that together are representative of diverse, remotely-sensed data types now available. For each earthquake, I (along with co-authors) employ a separate, recently- developed technique that is best suited for the specific dataset(s) involved, and in this way, explore how extant datasets can be analyzed (or re-analyzed) to reveal new characteristics of the earthquakes. The earthquakes studied (which comprise the three chapters of this thesis) are: (1) The 2016 Mw 7.0 Kumamoto, Japan earthquake, for which pre- and post-event gridded digital elevation model (DEM) datasets are available.