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New Empirical Relationships Among Magnitude, Rupture Length, Rupture Width, Rupture Area, and Surface Displacement
Bulletin of the Seismological Society of America, Vol. 84, No. 4, pp. 974-1002, August 1994 New Empirical Relationships among Magnitude, Rupture Length, Rupture Width, Rupture Area, and Surface Displacement by Donald L. Wells and Kevin J. Coppersmith Abstract Source parameters for historical earthquakes worldwide are com piled to develop a series of empirical relationships among moment magnitude (M), surface rupture length, subsurface rupture length, downdip rupture width, rupture area, and maximum and average displacement per event. The resulting data base is a significant update of previous compilations and includes the ad ditional source parameters of seismic moment, moment magnitude, subsurface rupture length, downdip rupture width, and average surface displacement. Each source parameter is classified as reliable or unreliable, based on our evaluation of the accuracy of individual values. Only the reliable source parameters are used in the final analyses. In comparing source parameters, we note the fol lowing trends: (1) Generally, the length of rupture at the surface is equal to 75% of the subsurface rupture length; however, the ratio of surface rupture length to subsurface rupture length increases with magnitude; (2) the average surface dis placement per event is about one-half the maximum surface displacement per event; and (3) the average subsurface displacement on the fault plane is less than the maximum surface displacement but more than the average surface dis placement. Thus, for most earthquakes in this data base, slip on the fault plane at seismogenic depths is manifested by similar displacements at the surface. Log-linear regressions between earthquake magnitude and surface rupture length, subsurface rupture length, and rupture area are especially well correlated, show ing standard deviations of 0.25 to 0.35 magnitude units. -
(Ver. 1.1): Hydrogeologic Controls and Geochemical Indicators Of
Prepared in cooperation with the East Bay Municipal Utility District, City of Hayward, and Alameda County Water District Hydrogeologic Controls and Geochemical Indicators of Groundwater Movement in the Niles Cone and Southern East Bay Plain Groundwater Subbasins, Alameda County, California Scientific Investigations Report 2018–5003 Version 1.1, February 2019 U.S. Department of the Interior U.S. Geological Survey Hydrogeologic Controls and Geochemical Indicators of Groundwater Movement in the Niles Cone and Southern East Bay Plain Groundwater Subbasins, Alameda County, California By Nick Teague, John Izbicki, Jim Borchers, Justin Kulongoski, and Bryant Jurgens Prepared in cooperation with the East Bay Municipal Utility District, City of Hayward, and Alameda County Water District Scientific Investigations Report 2018–5003 Version 1.1, February 2019 U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior DAVID BERNHARDT, Acting Secretary U.S. Geological Survey William H. Werkheiser, Deputy Director exercising the authority of the Director U.S. Geological Survey, Reston, Virginia: 2019 First release: February 2018 Revised: February 2019 (ver. 1.1) For more information on the USGS—the Federal source for science about the Earth, its natural and living resources, natural hazards, and the environment—visit http://www.usgs.gov or call 1–888–ASK–USGS. For an overview of USGS information products, including maps, imagery, and publications, visit http://store.usgs.gov. Any use of trade, firm, or product names is for descriptive purposes only and does not imply endorsement by the U.S. Government. Although this information product, for the most part, is in the public domain, it also may contain copyrighted materials as noted in the text. -
Geodetic Constraints on San Francisco Bay Area Fault Slip Rates and Potential Seismogenic Asperities on the Partially Creeping Hayward Fault Eileen L
Masthead Logo Smith ScholarWorks Geosciences: Faculty Publications Geosciences 3-2012 Geodetic Constraints on San Francisco Bay Area Fault Slip Rates and Potential Seismogenic Asperities on the Partially Creeping Hayward Fault Eileen L. Evans Harvard University John P. Loveless Harvard University, [email protected] Brendan J. Meade Harvard University Follow this and additional works at: https://scholarworks.smith.edu/geo_facpubs Part of the Geology Commons Recommended Citation Evans, Eileen L.; Loveless, John P.; and Meade, Brendan J., "Geodetic Constraints on San Francisco Bay Area Fault Slip Rates and Potential Seismogenic Asperities on the Partially Creeping Hayward Fault" (2012). Geosciences: Faculty Publications, Smith College, Northampton, MA. https://scholarworks.smith.edu/geo_facpubs/21 This Article has been accepted for inclusion in Geosciences: Faculty Publications by an authorized administrator of Smith ScholarWorks. For more information, please contact [email protected] JOURNAL OF GEOPHYSICAL RESEARCH, VOL. 117, B03410, doi:10.1029/2011JB008398, 2012 Geodetic constraints on San Francisco Bay Area fault slip rates and potential seismogenic asperities on the partially creeping Hayward fault Eileen L. Evans,1 John P. Loveless,1,2 and Brendan J. Meade1 Received 28 March 2011; revised 17 November 2011; accepted 31 January 2012; published 31 March 2012. [1] The Hayward fault in the San Francisco Bay Area (SFBA) is sometimes considered unusual among continental faults for exhibiting significant aseismic creep during the interseismic phase of the seismic cycle while also generating sufficient elastic strain to produce major earthquakes. Imaging the spatial variation in interseismic fault creep on the Hayward fault is complicated because of the interseismic strain accumulation associated with nearby faults in the SFBA, where the relative motion between the Pacific plate and the Sierra block is partitioned across closely spaced subparallel faults. -
Revised Plates
DRAFT BART SILICON VALLEY PHASE II SANTA CLARA EXTENSION PROJECT GEOTECHNICAL MEMORANDUM P REPARED FOR: Santa Clara Valley Transportation Authority Federal Transit Administration P REPARED BY: Company Name: PARIKH Consultants, Inc. Address: 2630 Qume Drive, Suite A, San Jose, CA 95131 February 2014 PARIKH Consultants, Inc. 2014. BART Silicon Valley Phase II Santa Clara Extension Project Geotechnical Memorandum. Draft. February. San Jose, CA. Prepared for the Santa Clara Valley Transportation Authority, San Jose, CA, and the Federal Transit Administration, Washington, D.C. This Geotechnical Memorandum was prepared in 2014 to identify mitigation strategies for the early alternatives and station plans being considered at that time. However, the mitigation measures identified in this memorandum are relevant to the current proposed project and have been incorporated into the SEIS/SEIR as appropriate. Contents Page Chapter 1 Project Description ..................................................................................................1-1 1.1 Alignment and Station Features by City ........................................................... 1-1 1.1.1 City of San Jose................................................................................................... 1-1 1.1.2 City of Santa Clara ................................................................................... 1-1 1.2 VTA's Transit-Oriented Development (CEQA Only).............................................. 1-1 Chapter 2 Previous Studies Conducted ...................................................................................2-1 -
Fremont Earthquake Exhibit WALKING TOUR of the HAYWARD FAULT (Tule Ponds at Tyson Lagoon to Stivers Lagoon)
Fremont Earthquake Exhibit WALKING TOUR of the HAYWARD FAULT (Tule Ponds at Tyson Lagoon to Stivers Lagoon) BACKGROUND INFORMATION The Hayward Fault is part of the San Andreas Fault system that dominates the landforms of coastal California. The motion between the North American Plate (southeastern) and the Pacific Plate (northwestern) create stress that releases energy along the San Andreas Fault system. Although the Hayward Fault is not on the boundary of plate motion, the motion is still relative and follows the general relative motion as the San Andreas. The Hayward Fault is 40 miles long and about 8 miles deep and trends along the east side of San Francisco Bay. North to south, it runs from just west of Pinole Point on the south shore of San Pablo Bay and through Berkeley (just under the western rim of the University of California’s football stadium). The Berkeley Hills were probably formed by an upward movement along the fault. In Oakland the Hayward Fault follows Highway 580 and includes Lake Temescal. North of Fremont’s Niles District, the fault runs along the base of the hills that rise abruptly from the valley floor. In Fremont the fault runs within a wide fault zone. Around Tule Ponds at Tyson Lagoon the fault splits into two traces and continues in a downwarped area and turns back into one trace south of Stivers Lagoon. When a fault takes a “side step” it creates pull-apart depressions and compression ridges which can be seen in this area. Southward, the fault lies between the 1 lowest, most westerly ridge of the Diablo Range and the main mountain ridge to the east. -
Wasatch Fault
WASATCH FAULT NORTHERN POI=ITION Raymond Lundgren WOODWARD· CLYDE ASSOCIATES George E.Hervert & B. A. Vallerga CONSULTING SOIL ENGINEERS AND GEOLOGISTS SAN FRANCISCO - OAKLAND - SAN JOSE OFFICES Wm.T.Black Lloyd S. Cluff Edward Margeson 2730 Adeline Street Keshavan Nair Oakland, Ca 94607 Lewis L.Oriard (415) 444-1256 Mahmut OtU5 C.J.VanTiI P. O. Box 24075 Oaklllnd, ea 94623 July 17, 1970 Project G-12069 Utah Geological and Mineralogical Survey 103 Utah Geological Survey Building University of Utah Salt Lake City, Utah 84112 Attention: Dr. William P. Hewitt Director Gentlemen: WASATCH FAULT - NORTHERN PORTION EARTHQUAKE FAULT INVESTIGATION AND EVALUATION The enclosed report and maps presents the results at our investigation and evaluation of the Wasatch fault from near Draper to Brigham City, Utah. The completion of this work marks another important step in Utah's forward-looking approach to minimizing the effects of earthquake and geologic hazards. We are proud to have been associated with the Utah Geological and Mineralogical Survey in completing this study, and we appreciate the opportunity of assisting you with such an inter esting and challenging problem. If we can be of further assistance, please do not hesitate to contact us. Very truly yours, {4lJ~ Lloyd S. Cluff Vice President and Chief Engineering Geologist LSC: jh Enclosure LOS ANGELES-ORANGE' SAN DIEGO' NEW YORK-CLIFTON' DENVER' KANSAS CITY-ST. LOUIS' PHILADELPHIA-WASHINGTON Affiliated with MATERIALS RESEARCH & DEVELOPMENT, INC. WASATCH FAULT NORTHERN PORTION EARTHBUAKE FAULT INVESTIGATION & EVALUATION av LLOYO S. CLUFF. GEORGE E. BROGAN & CARL E. GLASS PROPERll Of mAR GEOLOGICAL AND. MINfBAlOGICAL SURVEY A GUIDE·TO LAND USE PLANNING FOR UTAH GEOLOGICAL & MINERALOGICAL SURVEY WOODWARD- CLYDE & ASSOCIATES CONSULTING ENGINEERS AND GEOLOGISTS OAKLAND. -
Fault-Rupture Hazard Zones in California
SPECIAL PUBLICATION 42 Interim Revision 2007 FAULT-RUPTURE HAZARD ZONES IN CALIFORNIA Alquist-Priolo Earthquake Fault Zoning Act 1 with Index to Earthquake Fault Zones Maps 1 Name changed from Special Studies Zones January 1, 1994 DEPARTMENT OF CONSERVATION California Geological Survey STATE OF CALIFORNIA ARNOLD SCHWARZENEGGER GOVERNOR THE RESOURCES AGENCY DEPARTMENT OF CONSERVATION MIKE CHRISMAN BRIDGETT LUTHER SECRETARY FOR RESOURCES DIRECTOR CALIFORNIA GEOLOGICAL SURVEY JOHN G. PARRISH, PH.D. STATE GEOLOGIST SPECIAL PUBLICATION 42 FAULT-RUPTURE HAZARD ZONES IN CALIFORNIA Alquist-Priolo Earthquake Fault Zoning Act With Index to Earthquake Fault Zones Maps by WILLIAM A. BRYANT and EARL W. HART Geologists Interim Revision 2007 California Department of Conservation California Geological Survey 801 K Street, MS 12-31 Sacramento, California 95814 PREFACE The purpose of the Alquist-Priolo Earthquake Fault Zoning Act is to regulate development near active faults so as to mitigate the hazard of surface fault rupture. This report summarizes the various responsibilities under the Act and details the actions taken by the State Geologist and his staff to implement the Act. This is the eleventh revision of Special Publication 42, which was first issued in December 1973 as an “Index to Maps of Special Studies Zones.” A text was added in 1975 and subsequent revisions were made in 1976, 1977, 1980, 1985, 1988, 1990, 1992, 1994, and 1997. The 2007 revision is an interim version, available in electronic format only, that has been updated to reflect changes in the index map and listing of additional affected cities. In response to requests from various users of Alquist-Priolo maps and reports, several digital products are now available, including digital raster graphic (pdf) and Geographic Information System (GIS) files of the Earthquake Fault Zones maps, and digital files of Fault Evaluation Reports and site reports submitted to the California Geological Survey in compliance with the Alquist-Priolo Act (see Appendix E). -
I Final Technical Report United States Geological Survey National
Final Technical Report United States Geological Survey National Earthquake Hazards Reduction Program - External Research Grants Award Number 08HQGR0140 Third Conference on Earthquake Hazards in the Eastern San Francisco Bay Area: Science, Hazard, Engineering and Risk Conference Dates: October 22nd-26th, 2008 Location: California State University, East Bay Principal Investigator: Mitchell S. Craig Department of Earth and Environmental Sciences California State University, East Bay Submitted March 2010 Summary The Third Conference on Earthquake Hazards in the Eastern San Francisco Bay Area was held October 22nd-26th, 2008 at California State University, East Bay. The conference included three days of technical presentations attended by over 200 participants, a public forum, two days of field trips, and a one-day teacher training workshop. Over 100 technical presentations were given, including oral and poster presentations. A printed volume containing the conference program and abstracts of presentations (attached) was provided to attendees. Participants included research scientists, consultants, emergency response personnel, and lifeline agency engineers. The conference provided a rare opportunity for professionals from a wide variety of disciplines to meet and discuss common strategies to address region-specific seismic hazards. The conference provided participants with a comprehensive overview of the vast amount of new research that has been conducted and new methods that have been employed in the study of East Bay earthquake hazards since the last East Bay Earthquake Conference was held in 1992. Topics of presentations included seismic and geodetic monitoring of faults, trench-based fault studies, probabilistic seismic risk analysis, earthquake hazard mapping, and models of earthquake rupture, seismic wave propagation, and ground shaking. -
Structural Superposition in Fault Systems Bounding Santa Clara Valley, California
A New Three-Dimensional Look at the Geology, Geophysics, and Hydrology of the Santa Clara (“Silicon”) Valley themed issue Structural superposition bounding Santa Clara Valley Structural superposition in fault systems bounding Santa Clara Valley, California R.W. Graymer, R.G. Stanley, D.A. Ponce, R.C. Jachens, R.W. Simpson, and C.M. Wentworth U.S. Geological Survey, 345 Middlefi eld Road, MS 973, Menlo Park, California 94025, USA ABSTRACT We use the term “structural superposition” to and/or reverse-oblique faults, including the emphasize that younger structural features are Silver Creek Thrust1 (Fig. 3). The reverse and/or Santa Clara Valley is bounded on the on top of older structural features as a result of reverse-oblique faults are generated by a com- southwest and northeast by active strike-slip later tectonic deformation, such that they now bination of regional fault-normal compression and reverse-oblique faults of the San Andreas conceal or obscure the older features. We use the (Page, 1982; Page and Engebretson, 1984) fault system. On both sides of the valley, these term in contrast to structural reactivation, where combined with the restraining left-step transfer faults are superposed on older normal and/or pre existing structures accommodate additional of slip between the central Calaveras fault and right-lateral normal oblique faults. The older deformation, commonly in a different sense the southern Hayward fault (Aydin and Page, faults comprised early components of the San from the original deformation (e.g., a normal 1984; Andrews et al., 1993; Kelson et al., 1993). Andreas fault system as it formed in the wake fault reactivated as a reverse fault), and in con- Approximately two-thirds of present-day right- of the northward passage of the Mendocino trast to structural overprinting, where preexisting lateral slip on the southern part of the Calaveras Triple Junction. -
Pdf/13/2/269/1000918/269.Pdf 269 by Guest on 24 September 2021 Research Paper
Research Paper THEMED ISSUE: A New Three-Dimensional Look at the Geology, Geophysics, and Hydrology of the Santa Clara (“Silicon”) Valley GEOSPHERE The Evergreen basin and the role of the Silver Creek fault in the San Andreas fault system, San Francisco Bay region, California GEOSPHERE; v. 13, no. 2 R.C. Jachens1, C.M. Wentworth1, R.W. Graymer1, R.A. Williams2, D.A. Ponce1, E.A. Mankinen1, W.J. Stephenson2, and V.E. Langenheim1 doi:10.1130/GES01385.1 1U.S. Geological Survey, 345 Middlefield Road, Menlo Park, California 94025, USA 2U.S. Geological Survey, 1711 Illinois St., Golden, Colorado 80401, USA 9 figures CORRESPONDENCE: zulanger@ usgs .gov ABSTRACT Silver Creek fault has had minor ongoing slip over the past few hundred thou- sand years. Two earthquakes with ~M6 occurred in A.D. 1903 in the vicinity of CITATION: Jachens, R.C., Wentworth, C.M., Gray- The Evergreen basin is a 40-km-long, 8-km-wide Cenozoic sedimentary the Silver Creek fault, but the available information is not sufficient to reliably mer, R.W., Williams, R.A., Ponce, D.A., Mankinen, E.A., Stephenson, W.J., and Langenheim, V.E., 2017, basin that lies mostly concealed beneath the northeastern margin of the identify them as Silver Creek fault events. The Evergreen basin and the role of the Silver Creek Santa Clara Valley near the south end of San Francisco Bay (California, USA). fault in the San Andreas fault system, San Francisco The basin is bounded on the northeast by the strike-slip Hayward fault and Bay region, California: Geosphere, v. -
FINAL TECHNICAL REPORT Project Title: Assessment of Late Quaternary
FINAL TECHNICAL REPORT Project Title: Assessment of late Quaternary deformation, eastern Santa Clara Valley, San Francisco Bay region Recipient: William Lettis & Associates, Inc. 1777 Botelho Drive, Suite 262 Walnut Creek, California 94596 (925) 256-6070 Principal Investigators: Christopher S. Hitchcock William Lettis & Associates, Inc., 1777 Botelho Dr., Suite 262, Walnut Creek, CA 94596 (phone: 925-256-6070; email: [email protected]) Charles M. Brankman William Lettis & Associates, Inc., 1777 Botelho Dr., Suite 262, Walnut Creek, CA 94596 (phone: 925-256-6070; email: [email protected]) Program Elements: I and II U. S. Geological Survey National Earthquake Hazards Reduction Program Award Number 01HQGR0034 July 2002 Research supported by the U.S. Geological Survey (USGS), Department of the Interior, under USGS award number 01HQGR0034. The views and conclusions contained in this document are those of the authors and should not be interpreted as necessarily representing the official policies, either expressed or implied, of the U.S. Government. ABSTRACT A series of northwest-trending reverse faults that bound the eastern margin of Santa Clara Valley are aligned with the southern termination of the Hayward fault, and have been interpreted as structures that may transfer slip from the San Andreas and Calaveras faults to the Hayward fault. Uplift of the East Bay structural domain east of Santa Clara Valley is accommodated by this thrust fault system, which includes the east-dipping Piercy, Coyote Creek, Evergreen, Quimby, Berryessa, Crosley, and Warm Springs faults. Our study provides an evaluation of the near-surface geometry and late Quaternary surficial deformation related to reverse faulting in the eastern Santa Clara Valley. -
Seismic Imaging of a Portion of the West Chabot Fault At
SEISMIC IMAGING OF A PORTION OF THE WEST CHABOT FAULT AT CALIFORNIA STATE UNIVERSITY, EAST BAY __________________ A University Thesis Presented to the Faculty Of California State University, East Bay __________________ In Partial Fulfillment of the Requirements for the Degree Master of Science in Geology __________________ By Adrian Thomas McEvilly December 2018 ABSTRACT Located along the Pacific-North American plate boundary, the San Francisco Bay Area is home to more than seven million people and no fewer than a dozen active faults. As documented in the United States Geological Survey (USGS) publication: Earthquake Outlook for the San Francisco Bay Region 2014–2043, the Hayward, West Napa, Greenville, Calaveras, and several other faults of the San Andreas Fault system have all produced earthquakes of magnitude 6.0 or greater in the past 150 years, and the occurrence of lower magnitude (<M6.0) earthquakes is not uncommon on these faults as well as the many other faults within the region. The San Francisco Bay region is statistically likely (72%) to produce one or more M6.7 or greater earthquakes before 2043, with the Hayward Fault as the most statistically likely (33%) to produce such an event. Earthquakes are commonly classified by their moment magnitude, a metric that accounts for the area of fault rupture, the average slip distance along the fault, and the force required to initiate the temblor. However, moment magnitude does not consider the qualities of the earth materials through which the rupture occurs, or the depth of the earthquake. While moment magnitude describes the size of the earthquake, strong shaking is a function of the earthquake’s source, the path the earthquake travels, and the site conditions.