High-Resolution Interseismic Velocity Data Along the San Andreas Fault from GPS and Insar X
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Slip Rate of the Western Garlock Fault, at Clark Wash, Near Lone Tree Canyon, Mojave Desert, California
Slip rate of the western Garlock fault, at Clark Wash, near Lone Tree Canyon, Mojave Desert, California Sally F. McGill1†, Stephen G. Wells2, Sarah K. Fortner3*, Heidi Anderson Kuzma1**, John D. McGill4 1Department of Geological Sciences, California State University, San Bernardino, 5500 University Parkway, San Bernardino, California 92407-2397, USA 2Desert Research Institute, PO Box 60220, Reno, Nevada 89506-0220, USA 3Department of Geology and Geophysics, University of Wisconsin-Madison, 1215 W Dayton St., Madison, Wisconsin 53706, USA 4Department of Physics, California State University, San Bernardino, 5500 University Parkway, San Bernardino, California 92407-2397, USA *Now at School of Earth Sciences, The Ohio State University, 275 Mendenhall Laboratory, 125 S. Oval Mall, Columbus, Ohio 43210, USA **Now at Department of Civil and Environmental Engineering, 760 Davis Hall, University of California, Berkeley, California, 94720-1710, USA ABSTRACT than rates inferred from geodetic data. The ously published slip-rate estimates from a simi- high rate of motion on the western Garlock lar time period along the central section of the The precise tectonic role of the left-lateral fault is most consistent with a model in which fault (Clark and Lajoie, 1974; McGill and Sieh, Garlock fault in southern California has the western Garlock fault acts as a conju- 1993). This allows us to assess how the slip rate been controversial. Three proposed tectonic gate shear to the San Andreas fault. Other changes as a function of distance along strike. models yield signifi cantly different predic- mechanisms, involving extension north of the Our results also fi ll an important temporal niche tions for the slip rate, history, orientation, Garlock fault and block rotation at the east- between slip rates estimated at geodetic time and total bedrock offset as a function of dis- ern end of the fault may be relevant to the scales (past decade or two) and fault motions tance along strike. -
Tectonic Influences on the Spatial and Temporal Evolution of the Walker Lane: an Incipient Transform Fault Along the Evolving Pacific – North American Plate Boundary
Arizona Geological Society Digest 22 2008 Tectonic influences on the spatial and temporal evolution of the Walker Lane: An incipient transform fault along the evolving Pacific – North American plate boundary James E. Faulds and Christopher D. Henry Nevada Bureau of Mines and Geology, University of Nevada, Reno, Nevada, 89557, USA ABSTRACT Since ~30 Ma, western North America has been evolving from an Andean type mar- gin to a dextral transform boundary. Transform growth has been marked by retreat of magmatic arcs, gravitational collapse of orogenic highlands, and periodic inland steps of the San Andreas fault system. In the western Great Basin, a system of dextral faults, known as the Walker Lane (WL) in the north and eastern California shear zone (ECSZ) in the south, currently accommodates ~20% of the Pacific – North America dextral motion. In contrast to the continuous 1100-km-long San Andreas system, discontinuous dextral faults with relatively short lengths (<10-250 km) characterize the WL-ECSZ. Cumulative dextral displacement across the WL-ECSZ generally decreases northward from ≥60 km in southern and east-central California, to ~25 km in northwest Nevada, to negligible in northeast California. GPS geodetic strain rates average ~10 mm/yr across the WL-ECSZ in the western Great Basin but are much less in the eastern WL near Las Vegas (<2 mm/ yr) and along the northwest terminus in northeast California (~2.5 mm/yr). The spatial and temporal evolution of the WL-ECSZ is closely linked to major plate boundary events along the San Andreas fault system. For example, the early Miocene elimination of microplates along the southern California coast, southward steps in the Rivera triple junction at 19-16 Ma and 13 Ma, and an increase in relative plate motions ~12 Ma collectively induced the first major episode of deformation in the WL-ECSZ, which began ~13 Ma along the N60°W-trending Las Vegas Valley shear zone. -
3.6 Geology, Soils, and Seismicity
3.6 Geology, Soils, and Seismicity ENVIRONMENTAL SETTING PHYSICAL SETTING Geology The city of Emeryville is situated within the Coast Ranges geomorphic province of California. The Coast Ranges is the largest of the state’s geomorphic provinces extending approximately 400 miles from the Klamath Mountains (near northern Humboldt County) to the Santa Ynez River in Santa Barbara County. The province lies between the Pacific Ocean and the Great Valley (Sacramento and San Joaquin valleys) provinces and is characterized by a series of northwest trending mountain ridges and valleys, running generally parallel to the San Andreas Fault zone. These mountain ridges and valleys have been formed by tectonic forces that compressed ancient sedimentary deposits over the course of millions of years. The San Francisco Bay is located in a broad depression in the Franciscan bedrock resulting from an east-west expansion between the San Andreas and the Hayward fault systems. The bedrock surface can be found at elevations of 200 to 2,000 feet below mean sea level across the Bay Area. Sedimentary deposits that overlie the Franciscan bedrock originated from millions of years of erosion, deposition, and changes in sea level. Geologists categorize these sedimentary deposits into geologic formations based on the period of deposition and material type, as described below for the San Francisco Bay region. • The Alameda Formation is the deepest and oldest of these sedimentary deposits and consists of a mixture of clay, silt, sand, gravel, and some shells with predominantly silt and clay sediments surrounding discontinuous layers of sand and gravel. Members of this formation include Yerba Buena Mud (also named Old Bay Mud), and the San Antonio/Merrit/Posey Member, and Young Bay Mud (RWQCB, 2008). -
Since 1967, the Seismological Laboratory at the California Institute
Bulletin of the Seismological Society of America, Vol. 75, No.3, pp. 811-833, June 1985 FAULT SLIP IN SOUTHERN CALIFORNIA BY JOHN N. LOUIE, CLARENCE R. ALLEN, DAVID C. JOHNSON, PAUL C. HAASE, AND STEPHEN N. COHN ABSTRACT Measurements of slip on major faults in southern California have been per formed over the past 18 yr using principally theodolite alignment arrays and taut wire extensometers. They provide geodetic control within a few hundred meters of the fault traces, which complements measurements made by other techniques at larger distances. Approximately constant slip rates of from 0.5 to 5 mmfyr over periods of several years have been found for the southwestern portion of the Garlock fault, the Banning and San Andreas faults in the Coachella Valley, the Coyote Creek fault, the Superstition Hills fault, and an unnamed fault 20 km west of El Centro. These slip rates are typically an order of magnitude below displace ment rates that have been geodetically measured between points at greater distances from the fault traces. Exponentially decaying postseismic slip in the horizontal and vertical directions due to the 1979 Imperial Valley earthquake has been measured. It is similar in magnitude to the coseismic displacements. Analysis of seismic activity adjacent to slipping faults has shown that accumu lated seismic moment is insufficient to explain either the constant or the decaying postseismic slip. Thus the mechanism of motion may differ from that of slipping faults in central California, which move at rates close to the plate motion and are accompanied by sufficient seismic moment. Seismic activity removed from the slipping faults in southern California may be driving their relatively aseismic motion. -
And Short-Term Stress Interaction of the 2019 Ridgecrest Sequence and Coulomb-Based Earthquake Forecasts Shinji Toda*1 and Ross S
Special Section: 2019 Ridgecrest, California, Earthquake Sequence Long- and Short-Term Stress Interaction of the 2019 Ridgecrest Sequence and Coulomb-Based Earthquake Forecasts Shinji Toda*1 and Ross S. Stein2 ABSTRACT We first explore a series of retrospective earthquake interactions in southern California. M ≥ ∼ We find that the four w 7 shocks in the past 150 yr brought the Ridgecrest fault 1 bar M M closer to failure. Examining the 34 hr time span between the w 6.4 and w 7.1 events, M M we calculate that the w 6.4 event brought the hypocentral region of the w 7.1 earth- M quake 0.7 bars closer to failure, with the w 7.1 event relieving most of the surrounding M stress that was imparted by the first. We also find that the w 6.4 cross-fault aftershocks M shut down when they fell under the stress shadow of the w 7.1. Together, the Ridgecrest mainshocks brought a 120 km long portion of the Garlock fault from 0.2 to 10 bars closer to failure. These results motivate our introduction of forecasts of future seismicity. Most attempts to forecast aftershocks use statistical decay models or Coulomb stress transfer. Statistical approaches require simplifying assumptions about the spatial distribution of aftershocks and their decay; Coulomb models make simplifying assumptions about the geometry of the surrounding faults, which we seek here to remove. We perform a rate– state implementation of the Coulomb stress change on focal mechanisms to capture fault complexity. After tuning the model through a learning period to improve its forecast abil- ity, we make retrospective forecasts to assess model’s predictive ability. -
Geology and Soils
Environmental Checklist and Analysis – Geology and Soils 1 3.6 GEOLOGY AND SOILS Less Than Potentially Less Than Significant No GEOLOGY AND SOILS – Would the Project: Significant Significant with Impact Impact Impact Mitigation a) Expose people or structures to potential substantial adverse effects, including the risk of loss, injury, or death involving: i) Rupture of a known earthquake fault, as delineated on the most recent Alquist-Priolo Earthquake Fault Zoning Map issued by the State Geologist for the area or based on other substantial evidence of a known fault? Refer to Division of Mines and Geology Special Publication 42. ii) Strong seismic ground shaking? iii) Seismic-related ground failure, including liquefaction? iv) Landslides? b) Result in substantial soil erosion or the loss of topsoil? c) Be located on a geologic unit or soil that is unstable, or that would become unstable as a result of the Project, and potentially result in on- or off-site landslide, lateral spreading, subsidence, liquefaction or collapse? d) Be located on expansive soil, as defined in Table 18-1-B of the Uniform Building Code (1994), creating substantial risks to life or property? e) Have soils incapable of adequately supporting the use of septic tanks or alternative waste water disposal systems where sewers are not available for the disposal of waste water? 2 3.6.1 Environmental Setting 3 Regional Setting 4 The Project site lies within the Coast Range Geomorphic Province of California, a 5 region with independent and discontinuous northwest-trending mountain ranges, ridges, 6 and intervening valleys (California Geological Survey [CGS] 2002). -
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. -
Rupture Process of the 2019 Ridgecrest, California Mw 6.4 Foreshock and Mw 7.1 Earthquake Constrained by Seismic and Geodetic Data, Bull
Rupture process of the 2019 Ridgecrest, M M California w 6.4 Foreshock and w 7.1 Earthquake Constrained by Seismic and Geodetic Data Kang Wang*1,2, Douglas S. Dreger1,2, Elisa Tinti3,4, Roland Bürgmann1,2, and Taka’aki Taira2 ABSTRACT The 2019 Ridgecrest earthquake sequence culminated in the largest seismic event in California M since the 1999 w 7.1 Hector Mine earthquake. Here, we combine geodetic and seismic data M M to study the rupture process of both the 4 July w 6.4 foreshock and the 6 July w 7.1 main- M shock. The results show that the w 6.4 foreshock rupture started on a northwest-striking right-lateral fault, and then continued on a southwest-striking fault with mainly left-lateral M slip. Although most moment release during the w 6.4 foreshock was along the southwest- striking fault, slip on the northwest-striking fault seems to have played a more important role M ∼ M in triggering the w 7.1 mainshock that happened 34 hr later. Rupture of the w 7.1 main- shock was characterized by dominantly right-lateral slip on a series of overall northwest- striking fault strands, including the one that had already been activated during the nucleation M ∼ of the w 6.4 foreshock. The maximum slip of the 2019 Ridgecrest earthquake was 5m, – M located at a depth range of 3 8kmnearthe w 7.1 epicenter, corresponding to a shallow slip deficit of ∼ 20%–30%. Both the foreshock and mainshock had a relatively low-rupture veloc- ity of ∼ 2km= s, which is possibly related to the geometric complexity and immaturity of the eastern California shear zone faults. -
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). -
Simulation Based Earthquake Forecasting with Rsqsim
Simulation Based Earthquake Forecasting with RSQSim Jacqui Gilchrist Tom Jordan (USC/SCEC), Jim Dieterich (UCR), Keith Richards-Dinger (UCR), Bruce Shaw (Columbia), and Kevin Milner (USC/SCEC) SSA Annual Meeting April 18th, 2017 – Denver, CO Main Objectives Develop a physics-based forecasting model for earthquake rupture in California Produce a suite of catalogs (~50) to investigate the epistemic uncertainty in the physical parameters used in the simulations. One million years of simulated time Several million M4-M8 events Varied simulation parameters and fault models Compare with other models (UCERF3) to see what we can learn from the differences. RSQSim: Rate-State earthQuake Simulator (Dieterich & Richards-Dinger, 2010; Richards-Dinger & Dieterich, 2012) • Multi-cycle earthquake simulations (full cycle model) • Interseismic period -> nucleation and rupture propagation • Long catalogs • Tens of thousands to millions of years with millions of events • Complicated model geometry • 3D fault geometry; rectangular or triangular boundary elements • Different types of fault slip • Earthquakes, slow slip events, continuous creep, and afterslip • Physics based • Rate- and State-dependent friction • Foreshocks, aftershocks, and earthquake sequences • Efficient algorithm • Event driven time steps • Quasi-dynamic rupture propagation California Earthquake Forecasting Models Reid renewal Omori-Utsu clustering Simulator-based UCERF UCERF3 long-term UCERF3 short-term UCERF2 STEP/ETAS NSHM long-term short-term renewal models “medium-term gap” clustering models Century Decade Year Month Week Day Anticipation Time Use of simulations for long-term assessment of earthquake probabilities Inputs to simulations Use tuned earthquake simulations to generate earthquake rate models RSQSim Calibration Develop a model that generates an earthquake catalog that matches observed California seismicity as closely as possible. -
4.8 Geology, Soils, and Geohazards
4. Environmental Setting, Impacts, Standard Conditions of Approval, and Mitigation Measures 4.8 Geology, Soils, and Geohazards This section describes geologic and seismic conditions in the project vicinity to provide relevant background information of the physical characteristics of the project site with respect to soils and potential geologic hazards. The following information is compiled from geologic maps and reports available from the City of Oakland, the California Geological Survey (CGS; formerly California Division of Mines and Geology), the ABAG, two geotechnical reports prepared by Geomatrix in 2008, and a third geotechnical report prepared by AMEC Geomatrix in 2009. This section identifies any potentially significant geologic impacts and, if necessary, appropriate mitigation measures or standard conditions of approval. Pursuant to the City’s amendment to the Oakland General Plan (City of Oakland, 2005), as well as Section 15358(b) of the CEQA Guidelines, mitigation measures are proposed only to address physical impacts that may result from the project. 4.8.1 Environmental Setting The project site is situated within the Coast Ranges geomorphic province of California. The Coast Ranges is the largest of the state’s geomorphic provinces extending approximately 400 miles from the Klamath Mountains (near northern Humboldt County) to the Santa Ynez River in Santa Barbara County. The province lies between the Pacific Ocean and the Great Valley (Sacramento and San Joaquin valleys) provinces and is characterized by a series of northwest trending mountain ridges and valleys, running generally parallel to the San Andreas Fault zone. These mountain ridges and valleys have been formed by tectonic forces that compressed ancient sedimentary deposits over the course of millions of years. -
WMH Corporation, Inc. April 29, 2014 50 West San Fernando Street, Suite 950 Project No.: 2013-105-WCB San Jose, CA 95113
WMH Corporation, Inc. April 29, 2014 50 West San Fernando Street, Suite 950 Project No.: 2013-105-WCB San Jose, CA 95113 Attention: Mr. Tim Lee Subject: Surface Fault Rupture Displacement Hazard (SFRDH) Analysis for Bridge Structures Widening of Walnut Creek Bridges – Bridge Numbers: 28-0240L/R (CC-4-13.4) (within Alquist-Priolo Earthquake Fault Zone) I-680/SR-4 Interchange Project - Phase 3 (SR-4 Widening), Contra Costa County, California Dear Mr. Tim Lee: As requested, we are providing this memorandum for the “Surface Fault Rupture Displacement Hazard (SFRDH)” analysis for the widening of Walnut Creek Bridges that are part of the “I- 680/SR-4 Interchange Project – Phase 3 (SR-4 Widening)” (Phase 3 Project). SUMMARY Caltrans bridges 28-0240L/R are located approximately 2 miles north of downtown Concord, Contra Costa County (CC-4-13.4; Plate 1). The bridges are within the Alquist-Priolo Earthquake Fault Zone (EFZ) for the Concord fault (Plate 2). The Walnut Creek Bridges straddle the mapped Main Trace of the Concord fault. The mapped East Trace of the Concord fault is located approximately 230 meters (755 feet) east of the Main Trace. The Concord fault is capable of moderate displacements, but the probability of off-fault displacements decreases rapidly with increasing distance from the fault. We expect moderate displacements to occur along the Main Trace of the Concord fault within the bridge footprint. Conservatively, we have assumed that all of the potential slip will occur along the Main Trace of the fault. The potential off-fault horizontal displacements within the bridge footprint are; 0.22 meters (8.7 inches) deterministically and 0.57 meter (22.4 inches) probabilistically.