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Rockwell International Corporation 1049 Camino Dos Rios (P.O
SC543.J6FR "Mads available under NASA sponsrislP in the interest of early and wide dis *ninatf of Earth Resources Survey Program information and without liaoility IDENTIFICATION AND INTERPRETATION OF jOr my ou mAOthereot." TECTONIC FEATURES FROM ERTS-1 IMAGERY Southwestern North America and The Red Sea Area may be purchased ftohu Oriinal photograPhY EROS D-aa Center Avenue 1thSioux ad Falls. OanOta So, 7 - ' ... +=,+. Monem Abdel-Gawad and Linda Tubbesing -l Science Center, Rockwell International Corporation 1049 Camino Dos Rios (P.O. Box 1085) Thousand Oaks, California 91360 U.S.A. N75-252 3 9 , (E75-10 2 9 1 ) IDENTIFICATION AND FROM INTERPRETATION OF TECTONIC FEATURES AMERICA ERTS-1 IMAGERY: SOUTHWESTERN NORTH Unclas THE RED SEA AREA Final Report, 30 May !AND1972 - 11 Feb. 1975 (Rockwell International G3/43 00291 _ May 5, 1975 , Type III Fihnal Report for Period: May 30, 1972 - February 11, 1975, . Prepared for NASAIGODDARD SPACE FLIGHT CENTER Greenbelt, Maryland 20071 Pwdu. by NATIONAL TECHNICAL INFORMATION SERVICE US Dopa.rm.nt or Commerco Snrnfaield, VA. 22151 N O T I C E THIS DOCUMENT HAS BEEN REPRODUCED FROM THE BEST COPY FURNISHED US BY THE SPONSORING AGENCY. ALTHOUGH IT IS RECOGN.IZED THAT CER- TAIN PORTIONS ARE ILLEGIBLE, IT IS-BE'ING RE- LEASED IN THE INTEREST OF MAKING AVAILABLE AS MUCH INFORMATION AS POSSIBLE. SC543.16FR IDENTIFICATION AND INTERPRETATION OF TECTONIC FEATURES FROM ERTS-1 IMAGERY Southwestern North America and The Red Sea Area Monem Abdel-Gawad and Linda Tubbesi'ng Science Center/Rockwell International Corporation 1049 Camino Dos Rios, P.O. Box 1085 Thousand Oaks, California 91360 U.S.A. -
SUMMARIES of TECHNICAL REPORTS, VOLUME X Prepared by Participants in NATIONAL EARTHQUAKE HAZARDS REDUCTION PROGRAM June 1980
UNITED STATES DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY Office of Earthquake Studies SUMMARIES OF TECHNICAL REPORTS, VOLUME X Prepared by participants in NATIONAL EARTHQUAKE HAZARDS REDUCTION PROGRAM June 1980 OPEN-FILE REPORT 80-842 This report is preliminary and has not been edited or reviewed for conformity with Geological Survey standards and nomenclature Menlo Park, California 1980 CONTENTS Earthquake Hazards Reduction Program I. Earthquake Hazards Studies (H) Page Objective 1, Establish an accurate and reliable national earthquake data base.——————————————————• Objective 2. Delineate and evaluate earthquake hazards and risk in the United States on a national scale. ——————————————————————————• 66 Objective 3. Delineate and evaluate earthquake hazards and risk in earthquake-prone urbanized regions in the western United States.——————————————• 77 Objective 4, Delineate and evaluate earthquake hazards and risk in earthquake-prone regions in the eastern United States. ————— —————————— — ———— 139 Objective 5. Improve capability to evaluate earthquake potential and predict character of surface faulting.———————————————— ————————— 171 Objective 6. Improve capability to predict character of damaging ground shaking.———————————————— 245 Objective 7. Improve capability to predict incidence, nature and extent of earthquake-induced ground failures, particularly landsliding and liquefaction.--——— 293 Objective 8. Improve capability to predict earthquake losses.— 310 II. Earthquake Prediction Studies (P) Objective 1. Observe at a reconnaissance -
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. -
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, -
Garlock Fault: an Intracontinental Transform Structure, Southern California
GREGORY A. DAVIS Department of Geological Sciences, University of Southern California, Los Angeles, California 90007 B. C. BURCHFIEL Department of Geology, Rice University, Houston, Texas 77001 Garlock Fault: An Intracontinental Transform Structure, Southern California ABSTRACT Sierra Nevada. Westward shifting of the north- ern block of the Garlock has probably contrib- The northeast- to east-striking Garlock fault uted to the westward bending or deflection of of southern California is a major strike-slip the San Andreas fault where the two faults fault with a left-lateral displacement of at least meet. 48 to 64 km. It is also an important physio- Many earlier workers have considered that graphic boundary since it separates along its the left-lateral Garlock fault is conjugate to length the Tehachapi-Sierra Nevada and Basin the right-lateral San Andreas fault in a regional and Range provinces of pronounced topogra- strain pattern of north-south shortening and phy to the north from the Mojave Desert east-west extension, the latter expressed in part block of more subdued topography to the as an eastward displacement of the Mojave south. Previous authors have considered the block away from the junction of the San 260-km-long fault to be terminated at its Andreas and Garlock faults. In contrast, we western and eastern ends by the northwest- regard the origin of the Garlock fault as being striking San Andreas and Death Valley fault directly related to the extensional origin of the zones, respectively. Basin and Range province in areas north of the We interpret the Garlock fault as an intra- Garlock. -
Report of Geotechnical Investigation Proposed Improvements
REPORT OF GEOTECHNICAL INVESTIGATION PROPOSED IMPROVEMENTS PROPOSED RIO HONDO SATELLITE CAMPUS EL RANCHO ADULT SCHOOL 9515 HANEY STREET PICO RIVERA, CALIFORNIA Prepared for: RIO HONDO PROGRAM MANAGEMENT TEAM Whittier, California January 20, 2016 Project 4953-15-0302 January 20, 2016 Mr Luis Rojas Rio Hondo Program Management Team c/o Rio Hondo College 3600 Workman Mill Road Whittier, California 90601-1699 Subject: LETTER OF TRANSMITTAL Report of Geotechnical Investigation Proposed Improvements Proposed Rio Hondo Satellite Campus El Rancho Adult School 9515 Haney Street Pico Rivera, California, 90660 Amec Foster Wheeler Project 4953-15-0302 Dear Mr. Rojas: We are pleased to submit the results of our geotechnical investigation for the proposed improvements as part of the proposed Rio Hondo Satellite Campus at the El Rancho Adult School in Pico Rivera, California. This investigation was performed in general accordance with our proposal dated November 24, 2015, which was authorized by e-mail on December 15, 2015. The scope of our services was planned with Mr. Manuel Jaramillo of DelTerra. We have been furnished with a site plan and a general description of the proposed improvements. The results of our investigation and design recommendations are presented in this report. Please note that you or your representative should submit copies of this report to the appropriate governmental agencies for their review and approval prior to obtaining a permit. Correspondence: Amec Foster Wheeler 6001 Rickenbacker Road Los Angeles, California 90040 USA -
City of Monrovia General Plan General Plan Safety Element Safety
City of Monrovia General Plan Safety Element Adopted June 12, 2002 Resolution No. 2002-40 Safety Element City of Monrovia Table of Contents I. Introduction ............................................................................................................................... 1 II. Seismic Activity ......................................................................................................................... 2 A. Background......................................................................................................................... 2 1. Geologic Setting............................................................................................................ 2 2. The Alquist-Priolo Earthquake Fault Zone Act ............................................................. 2 Major Faults .................................................................................................................. 3 B. Goals, Objectives and Policies - Seismic Activity............................................................... 9 III. Flood Control........................................................................................................................... 11 A. Background....................................................................................................................... 11 1. Setting ......................................................................................................................... 11 2. Mud and Debris Flows ............................................................................................... -
The Research Results Described in the Following Summaries Were Submitted by the Investigators on May 10, 1984 and Cover the 6-Mo
The research results described in the following summaries were submitted by the investigators on May 10, 1984 and cover the 6-months period from October 1, 1983 through May 1, 1984. These reports include both work performed under contracts administered by the Geological Survey and work by members of the Geological Survey. The report summaries are grouped into the three major elements of the National Earthquake Hazards Reduction Program. Open File Report No. 84-628 This report has not been reviewed for conformity with USGS editorial standards and stratigraphic nomenclature. Parts of it were prepared under contract to the U.S. Geological Survey and the 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. The data and interpretations in these progress reports may be reevaluated by the investigators upon completion of the research. Readers who wish to cite findings described herein should confirm their accuracy with the author. UNITED STATES DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY SUMMARIES OF TECHNICAL REPORTS, VOLUME XVIII Prepared by Participants in NATIONAL EARTHQUAKE HAZARDS REDUCTION PROGRAM Compiled by Muriel L. Jacobson Thelraa R. Rodriguez CONTENTS Earthquake Hazards Reduction Program Page I. Recent Tectonics and Earthquake Potential (T) Determine the tectonic framework and earthquake potential of U.S. seismogenic zones with significant hazard potential. Objective T-1. Regional seismic monitoring........................ 1 Objective T-2. Source zone characteristics Identify and map active crustal faults, using geophysical and geological data to interpret the structure and geometry of seismogenic zones. -
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. -
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. -
Env-2020-6951-E
PRELIMINARY GEOTECHNICAL ENGINEERING INVESTIGATION Proposed Hotel with Subgrade Parking 50415057 North Lankershim Boulevard 11121 Hesby Street North Hollywood, CA for Napa Industries, LLC 5330 Derry Avenue, Suite H Agoura Hills, California 91301 Project 5824 June 24, 2020 www.GeoConceptsInc.com 14428 Hamlin Street, #200, Van Nuys, CA 91401 + (818) 994-8895 Office + (818) 994-8599 Fax PRELIMINARY GEOTECHNICAL ENGINEERING INVESTIGATION TABLE OF CONTENTS INTRODUCTION .......................................................................................................................... 1 SCOPE ......................................................................................................................................... 1 PROPOSED DEVELOPMENT ..................................................................................................... 1 SITE DESCRIPTION .................................................................................................................... 2 Location and Description .......................................................................................................... 2 Drainage ................................................................................................................................... 2 Groundwater ............................................................................................................................. 2 FIELD EXPLORATION ................................................................................................................. 2 SUMMARY -
A Dislocation Model of the 1994 Northridge, California, Earthquake Determined from Strong Ground Motions
A Dislocation Model of the 1994 Northridge, California, Earthquake Determined From Strong Ground Motions By David J. Wald and Thomas H. Heaton U.S. Geological Survey 525 S. Wilson Ave Pasadena, California, 91106 Open-File Report 94-278 This report is preliminary and has not been re viewed for conformity with U.S. Geological Survey ed itorial standards or with the North American Strati- graphic Code. Any use of trade, firm, or product names is for descriptive purposes and does not imply endorse ment by the U.S. Government. OUTLINE ABSTRACT.......................................................... 1 INTRODUCTION...................................................... 2 FAULT RUPTURE MODEL ............................................... 3 Fault Parameterization....................................... 3 Synthet ic Green's Funct ions .................................. 3 Source Time Function and Rupture Velocity.................... 4 Rupture Initiation........................................... 5 Invers ion Method............................................. 5 STRONG MOTION DATA AND PRELIMINARY WAVEFORM ANALYSIS.............. 6 STRONG MOTION INVERSION. .......................................... 8 RESULTS .......................................................... 10 DISCUSSION. ..................................................... .11 Forward Prediction of Ground Motions........................ 13 Forward Prediction of Teleseismic Bodywaves................. 14 CONCLUSIONS ...................................................... 15 ACKNOWLEDGEMENTS