Preliminary Report on Seismological and Geotechnical Engineering Aspects of the April 4 2010 Mw
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Section 3.3 Geology Jan 09 02 ER Rev4
3.3 Geology and Soils 3.3.1 Introduction and Summary Table 3.3-1 summarizes the geology and soils impacts for the Proposed Project and alternatives. TABLE 3.3-1 Summary of Geology and Soils Impacts1 Alternative 2: 130 KAFY Proposed Project: On-farm Irrigation Alternative 3: 300 KAFY System 230 KAFY Alternative 4: All Conservation Alternative 1: Improvements All Conservation 300 KAFY Measures No Project Only Measures Fallowing Only LOWER COLORADO RIVER No impacts. Continuation of No impacts. No impacts. No impacts. existing conditions. IID WATER SERVICE AREA AND AAC GS-1: Soil erosion Continuation of A2-GS-1: Soil A3-GS-1: Soil A4-GS-1: Soil from construction existing conditions. erosion from erosion from erosion from of conservation construction of construction of fallowing: Less measures: Less conservation conservation than significant than significant measures: Less measures: Less impact with impact. than significant than significant mitigation. impact. impact. GS-2: Soil erosion Continuation of No impact. A3-GS-2: Soil No impact. from operation of existing conditions. erosion from conservation operation of measures: Less conservation than significant measures: Less impact. than significant impact. GS-3: Reduction Continuation of A2-GS-2: A3-GS-3: No impact. of soil erosion existing conditions. Reduction of soil Reduction of soil from reduction in erosion from erosion from irrigation: reduction in reduction in Beneficial impact. irrigation: irrigation: Beneficial impact. Beneficial impact. GS-4: Ground Continuation of A2-GS-3: Ground A3-GS-4: Ground No impact. acceleration and existing conditions. acceleration and acceleration and shaking: Less than shaking: Less than shaking: Less than significant impact. -
Cultural Landscape Planning: the Mexicali Valley, Mexico
The Sustainable City VII, Vol. 1 457 Cultural landscape planning: the Mexicali Valley, Mexico R. I. Rojas-Caldelas1, C. A. Pena-Salmon1 & J. Ley-Garcia2 1Faculty of Architecture and Design, Autonomous University of Baja California, Mexicali, México 2Institute of Research in Social Sciences, Autonomous University of Baja California, Mexicali, México Abstract Initiating around the eighties, the academic training of landscape architects in Mexico is quite recent compared with the tradition in Europe and the U.S. Also new, is the development of landscape research conducted mainly by geographers, urban planners and other professionals trained in natural sciences, whose work is primarily oriented to land use management for urban development and conservation of natural resources or cultural heritage purposes. However, the issue of the cultural landscape in Mexico has been little explored and lacks any integrated and multidisciplinary methodology to bring together social, cultural and natural processes for study. Therefore, this work focuses on the presentation of an appropriate methodology to address the issue of the evolving cultural landscape of the Valley of Mexicali. This work has been developed into three stages: characterization, multiple assessment of landscape and integration of strategies for their management. Thus progress will be presented for the characterization of physical units, landscape components through pictures, visual and spatial patterns of landscape that structure the region and its settlements. As a partial result it was found that multi-valued zones visually and spatially exist in the Mexicali Valley, as well as activities that give character and differentiate it from other agricultural areas of Baja California. Keywords: cultural landscape, landscape assessment methodologies, visual and spatial assessment, sustainable landscape planning. -
Why Did the Southern Gulf of California Rupture So Rapidly?—Oblique Divergence Across Hot, Weak Lithosphere Along a Tectonically Active Margin
Why did the Southern Gulf of California rupture so rapidly?—Oblique divergence across hot, weak lithosphere along a tectonically active margin breakup, is mainly dependent on the thermal structure, crust- Paul J. Umhoefer, Geology Program, School of Earth Sciences & Environmental Sustainability, Northern Arizona University, al thickness, and crustal strength of the lithosphere when Flagstaff, Arizona 86011, USA; [email protected] rifting begins (e.g., Buck, 2007), as well as forces at the base of the lithosphere and far-field plate interactions (Ziegler and Cloetingh, 2004). ABSTRACT Continental rupture at its two extremes creates either large Rifts in the interior of continents that evolve to form large ocean basins or small and narrow marginal seas depending oceans typically last for 30 to 80 m.y. and longer before com- largely on the tectonic setting of the rift. Rupture of a conti- plete rupture of the continent and onset of sea-floor spreading. nent that creates large oceans most commonly initiates as A distinct style of rifts form along the active tectonic margins of rifts in old, cold continental lithosphere or within former continents, and these rifts more commonly form marginal seas large collisional belts in the interior of large continents, part and terranes or continental blocks or slivers that are ruptured of the process known as the Wilson Cycle (Wilson, 1966). away from their home continent. The Gulf of California and the Rupture to create narrow marginal seas commonly occurs in Baja California microplate make up one of the best examples active continental margins and results in the formation of of the latter setting and processes. -
Patricia Persaud
A bottom-driven mechanism for distributed faulting in the Gulf of California Rift Patricia Persaud1, Eh Tan2, Juan Contreras3 and Luc Lavier4 2017 GeoPRISMS Theoretical and Experimental Institute on Rift Initiation and Evolution [email protected], Department of Geology and Geophysics, Louisiana State University, Baton Rouge, Louisiana 70803; 2 Institute of Earth Sciences, Academia Sinica, Taipei, Taiwan; 3 Centro de Investigación Científca y de Educación Superior de Ensenada, Ensenada, BC, Mexico; 4 University of Texas Austin, Institute for Geophysics, Austin, TX 78712 Introduction Modeling strain partitioning and distribution of deformation in Application to the Northern Gulf Observations in the continent-ocean transition of the Gulf • Our model with an obliquity of 0.7, and linear basal velocity of California (GOC) show multiple oblique-slip faults oblique rifts boundary conditions reveals a delocalized fault pattern of distributed in a 200x70 km2 area (Fig. 4). In contrast, north contemporaneously active faults, multiple rift basins and and south of this broad pull-apart structure, major transform variable fault dips representative of faulting in the N. Gulf. faults accommodate plate motion. We propose that the FIG. 9 • The r=0.7 model is able to predict the broad geometrical mechanism for distributed faulting results from the boundary arrangement of the two Upper Delfn, Lower Delfn and conditions present in the GOC, where basal shear is Wagner basins as segmented basins with tilted fault blocks, distributed between the southernmost fault of the San and multiple oblique-slip bounding faults characteristic of Andreas system and the Ballenas Transform fault. FIG. 8 incomplete strain-partitioning. We also confrm with our We hypothesize that in oblique-extensional settings numerical results that numerous oblique-slip faults whether deformation is partitioned in a few dip-slip and accommodate slip in the study area instead of throughgoing strike-slip faults, or in numerous oblique-slip faults may large-offset transform faults. -
NASA Study Connects Southern California, Mexico Faults 10 October 2018, by Esprit Smith
NASA study connects Southern California, Mexico faults 10 October 2018, by Esprit Smith fault zone that is still developing, where repeated earthquakes have not yet created a smoother, single fault instead of several strands. The Ocotillo section was the site of a magnitude 5.7 aftershock that ruptured on a 5-mile-long (8-kilometer-long) fault buried under the California desert two months after the 2010 El Mayor- Cucapah earthquake in Baja California, Mexico. The magnitude 7.2 earthquake caused severe damage in the Mexican city of Mexicali and was felt throughout Southern California. It and its aftershocks caused dozens of faults in the region—including many not previously identified—to move. The California desert near the connecting fault segment. Credit: Oleg/IMG_6747_8_9_tonemapped A multiyear study has uncovered evidence that a 21-mile-long (34-kilometer-long) section of a fault links known, longer faults in Southern California and northern Mexico into a much longer continuous system. The entire system is at least 217 miles (350 kilometers) long. Knowing how faults are connected helps scientists understand how stress transfers between faults. Ultimately, this helps researchers understand whether an earthquake on one section of a fault would rupture multiple fault sections, resulting in a much larger earthquake. A team led by scientist Andrea Donnellan of The approximate location of the newly mapped Ocotillo NASA's Jet Propulsion Laboratory in Pasadena, section, which ties together California's Elsinore fault and California, recognized that the south end of Mexico's Laguna Salada fault into one continuous fault system. Credit: NASA/JPL-Caltech California's Elsinore fault is linked to the north end of the Laguna Salada fault system, just north of the international border with Mexico. -
Assembly of a Large Earthquake from a Complex Fault System: Surface Rupture Kinematics of the 4 April 2010
Assembly of a large earthquake from a complex fault system: Surface rupture kinematics of the 4 April 2010 El Mayor–Cucapah (Mexico) Mw 7.2 earthquake John M. Fletcher1,*, Orlando J. Teran1, Thomas K. Rockwell2, Michael E. Oskin3, Kenneth W. Hudnut4, Karl J. Mueller5, Ronald M. Spelz6, Sinan O. Akciz7, Eulalia Masana8, Geoff Faneros2, Eric J. Fielding9, Sébastien Leprince10, Alexander E. Morelan3, Joann Stock10, David K. Lynch4, Austin J. Elliott3, Peter Gold3, Jing Liu-Zeng11, Alejandro González-Ortega1, Alejandro Hinojosa-Corona1, and Javier González-García1 1Departamento de Geologia, Centro de Investigacion Cientifi ca y de Educacion Superior de Ensenada, Carretera Tijuana-Ensenada No. 3918, Zona Playitas, Ensenada, Baja California, C.P. 22860, México 2Department of Geological Sciences, San Diego State University, San Diego, California 92182, USA 3Department of Earth and Planetary Sciences, University of California Davis, One Shields Avenue, Davis, California 95616-8605, USA 4U.S. Geological Survey, 525 & 535 S. Wilson Street, Pasadena, California 91106-3212, USA 5Department of Geological Sciences, University of Colorado Boulder, Boulder, Colorado 80309, USA 6Universidad Autónoma de Baja California, Facultad de Ciencias Marinas, Carretera Tijuana-Ensenada No. 3917, Zona Playitas, Ensenada, Baja California, C.P. 22860, México 7Department of Earth, Planetary and Space Sciences, University of California Los Angeles, 595 Charles Young Drive East, Los Angeles, California 90095, USA 8Departament de Geodinàmica i Geofísica, Universitat de Barcelona, Zona Universitària de Pedralbes, Barcelona 08028, Spain 9Jet Propulsion Laboratory, California Institute of Technology, M/S 300-233, 4800 Oak Grove Drive, Pasadena, California 91109, USA 10Division of Geological and Planetary Sciences, California Institute of Technology, Pasadena, California 91125, USA 11State Key Laboratory of Earthquake Dynamics, Institute of Geology, China Earthquake Administration, A1# Huayanli, Dewai Avenue, Chaoyang District, P.O. -
Liquefaction of Soils in the 1989 Loma Prieta Earthquake
Missouri University of Science and Technology Scholars' Mine International Conferences on Recent Advances 1991 - Second International Conference on in Geotechnical Earthquake Engineering and Recent Advances in Geotechnical Earthquake Soil Dynamics Engineering & Soil Dynamics 13 Mar 1991, 5:00 pm - 5:30 pm Liquefaction of Soils in the 1989 Loma Prieta Earthquake Raymond B. Seed University of California, Berkeley, California Michael F. Riemer University of California, Berkeley, California Stephen E. Dickenson University of California, Berkeley, California Follow this and additional works at: https://scholarsmine.mst.edu/icrageesd Part of the Geotechnical Engineering Commons Recommended Citation Seed, Raymond B.; Riemer, Michael F.; and Dickenson, Stephen E., "Liquefaction of Soils in the 1989 Loma Prieta Earthquake" (1991). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 9. https://scholarsmine.mst.edu/icrageesd/02icrageesd/session12/9 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]. \ Proceedings: Second International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, ~ March 11-15, 1991, St. Louis, Missouri, Paper No. LP02 _iquefaction of Soils in the 1989 Lorna Prieta Earthquake ~aymond B. Seed Michael F. -
Imperial Irrigation Decision Support System Summary Report
Draft Imperial Irrigation Decision Support System Summary Report Prepared for Imperial Irrigation District December 2001 2525 Airpark Drive Redding, California In Association with: Keller-Bliesner Engineering Davids Engineering Colorado State University Allen Engineering Contents Section Page 1.0 Introduction.........................................................................................................................1-1 IID Irrigation and Drainage Systems................................................................................1-1 Water Transfer Basics..........................................................................................................1-4 Imperial Irrigation Decision Support System..................................................................1-5 IID System Representation....................................................................................1-5 IIDSS Purpose .........................................................................................................1-5 Peer Review..........................................................................................................................1-6 2.0 Design of the Imperial Irrigation Decision Support System.....................................2-1 Irrigation System Overview...............................................................................................2-1 Delivery System......................................................................................................2-3 On-farm System......................................................................................................2-3 -
USGS Professional Paper 1551-F
The Lorna Prieta, California, Earthquake of October 17, 1989-Marina District THOMAS D. O'ROURKE, Editor STRONG GROUND MOTION AND GROUND FAILURE THOMAS L. HOLZER, Coordinator U.S. GEOLOGICAL SURVEY PROFESSIONAL PAPER 1551-F UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON : 1992 THE LOMA PRIETA, CALIFORNIA, EARTHQUAKE OF OCTOBER 17,1989: STRONG GROUND MOTION AND GROUND FAILURE MARINA DISTRICT EFFECTS OF GROUND CONDITIONS ON THE DAMAGE TO FOUR-STORY CORNER APARTMENT BUILDINGS By Stephen K. Harris, EQE Engineering and Design; and John A. Egan, Geomatrix Consultants CONTENTS Estimated response spectra indicating amplified spec- tral ordinates of approximately 5 for the "soft7'-soil-profile zone were calculated from ground motions recorded on Page bedrock in Pacific Heights. Using these response spectra, a F181 simplified, single-degree-of-freedom dynamic analysis of 181 the comer buildings was undertaken. Building weights 182 ranging from 400 to 500 kips (1,800-2,200 kN), and wall 182 186 stiffnesses of 0.67 kipsiin. per foot of wall (385 kN/m per 188 meter of wall), were estimated. Building periods ranging 188 from 0.8 to 1.25 s were computed. Correlations were made 189 between spectral displacement and observed damage, indi- 191 cating a maximum spectral displacement for the heavily 191 193 damaged buildings approximately equal to the observed 193 permanent lateral deformation, and between structural base 194 shear and observed damage, suggesting a damage threshold of approximately 15 to 20 kipsift (225-300 kN/m). Results indicate that the severe damage to this class of buildings in ABSTRACT the Marina District was due to a combination of factors, particularly the near-coincidence of the fundamental build- Damage in the Marina District from the earthquake ing period with the maximum spectral displacement. -
UNIVERSITY of CALIFORNIA, SAN DIEGO Marine Geophysical Study
UNIVERSITY OF CALIFORNIA, SAN DIEGO Marine Geophysical Study of Cyclic Sedimentation and Shallow Sill Intrusion in the Floor of the Central Gulf of California A dissertation submitted in partial satisfaction of the requirements for the degree Doctor of Philosophy in Oceanography by Jared W. Kluesner Committee in Charge: Professor Peter Lonsdale, Chair Professor Paterno Castillo Professor Graham Kent Professor Falko Kuester Professor Michael Tryon Professor Edward Winterer 2011 Copyright Jared Kluesner, 2011 All rights reserved. The Dissertation of Jared W. Kluesner is approved, and it is acceptable in quality and in form for publication on microfilm and electronically: Chair University of California, San Diego 2011 iii To my parents, Tony and Donna Kluesner and my grandfather James Kluesner iv "...Let us go, we said, into the Sea of Cortez, realizing that we become forever a part of it" The Log from the Sea of Cortez John Steinbeck v TABLE OF CONTENTS Signature Page ...................................................................................... iii Dedication.............................................................................................. iv Epigraph ................................................................................................ v Table of Contents .................................................................................. vi List of Figures ........................................................................................ ix Acknowledgments ................................................................................ -
Geology-Based Probabilistic Liquefaction Potential Mapping Of
Clemson University TigerPrints All Theses Theses 5-2012 Geology-Based Probabilistic Liquefaction Potential Mapping of the 7.5-Minute Charleston Quadrangle, South Carolina for Resilient Infrastructure Design Lawrence Simonson Clemson University, [email protected] Follow this and additional works at: https://tigerprints.clemson.edu/all_theses Part of the Civil Engineering Commons Recommended Citation Simonson, Lawrence, "Geology-Based Probabilistic Liquefaction Potential Mapping of the 7.5-Minute Charleston Quadrangle, South Carolina for Resilient Infrastructure Design" (2012). All Theses. 1386. https://tigerprints.clemson.edu/all_theses/1386 This Thesis is brought to you for free and open access by the Theses at TigerPrints. It has been accepted for inclusion in All Theses by an authorized administrator of TigerPrints. For more information, please contact [email protected]. GEOLOGY-BASED PROBABILISTIC LIQUEFACTION POTENTIAL MAPPING OF THE 7.5-MINUTE CHARLESTON QUADRANGLE, SOUTH CAROLINA FOR RESILIENT INFRASTRUCTURE DESIGN A Thesis Presented to the Graduate School of Clemson University In Partial Fulfillment Of the Requirements for the Degree Master of Science Civil Engineering by Lawrence A. Simonson May 2012 Accepted by: Dr. Ronald D. Andrus, Committee Chair Dr. C. Hsein Juang Dr. Wei Chiang Pang This research was supported by the National Science Foundation, under grant number NSF-1011478. Any opinions, findings, and conclusions or recommendations expressed in this material are those of the author and do not necessarily reflect the views of the National Science Foundation. ii ABSTRACT Two geology-based probabilistic liquefaction potential maps are developed for the 7.5-minute Charleston, South Carolina quadrangle in this thesis. Creation of the maps extends the previous liquefaction potential mapping work of the Charleston peninsula by Hayati and Andrus (2008) and Mount Pleasant by Heidari and Andrus (2010), and improves upon the previous maps by using peak ground accelerations that vary with local site conditions. -
Southward Continuation of the San Jacinto Fault Zone Through and Beneath the Extra and Elmore Ranch Left-Lateral Fault Arrays, Southern California
Utah State University DigitalCommons@USU All Graduate Theses and Dissertations Graduate Studies 5-2013 Southward Continuation of the San Jacinto Fault Zone through and beneath the Extra and Elmore Ranch Left-Lateral Fault Arrays, Southern California Steven Jesse Thornock Utah State University Follow this and additional works at: https://digitalcommons.usu.edu/etd Part of the Geology Commons Recommended Citation Thornock, Steven Jesse, "Southward Continuation of the San Jacinto Fault Zone through and beneath the Extra and Elmore Ranch Left-Lateral Fault Arrays, Southern California" (2013). All Graduate Theses and Dissertations. 1978. https://digitalcommons.usu.edu/etd/1978 This Thesis is brought to you for free and open access by the Graduate Studies at DigitalCommons@USU. It has been accepted for inclusion in All Graduate Theses and Dissertations by an authorized administrator of DigitalCommons@USU. For more information, please contact [email protected]. SOUTHWARD CONTINUATION OF THE SAN JACINTO FAULT ZONE THROUGH AND BENEATH THE EXTRA AND ELMORE RANCH LEFT- LATERAL FAULT ARRAYS, SOUTHERN CALIFORNIA by Steven J. Thornock A thesis submitted in partial fulfillment of the requirements for the degree of MASTER OF SCIENCE in Geology Approved: ________________ ________________ Susanne U. Janecke James P. Evans Major Professor Committee Member ________________ ________________ Anthony Lowry Mark R. McLellan Committee Member Vice President of Research and Dean of the School of Graduate Studies UTAH STATE UNIVERSITY Logan, Utah 2013 ii ABSTRACT Southward Continuation of the San Jacinto Fault Zone through and beneath the Extra and Elmore Ranch Left-Lateral Fault Arrays, Southern California by Steven J. Thornock, Master of Science Utah State University, 2013 Major Professor: Dr.