Beyond the Angle of Repose: a Review and Synthesis of Landslide Processes in Response to Rapid Uplift, Eel River, Northern Eel River, Northern California
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2021 Oregon Seismic Hazard Database: Purpose and Methods
State of Oregon Oregon Department of Geology and Mineral Industries Brad Avy, State Geologist DIGITAL DATA SERIES 2021 OREGON SEISMIC HAZARD DATABASE: PURPOSE AND METHODS By Ian P. Madin1, Jon J. Francyzk1, John M. Bauer2, and Carlie J.M. Azzopardi1 2021 1Oregon Department of Geology and Mineral Industries, 800 NE Oregon Street, Suite 965, Portland, OR 97232 2Principal, Bauer GIS Solutions, Portland, OR 97229 2021 Oregon Seismic Hazard Database: Purpose and Methods DISCLAIMER This product is for informational purposes and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. Users of this information should review or consult the primary data and information sources to ascertain the usability of the information. This publication cannot substitute for site-specific investigations by qualified practitioners. Site-specific data may give results that differ from the results shown in the publication. WHAT’S IN THIS PUBLICATION? The Oregon Seismic Hazard Database, release 1 (OSHD-1.0), is the first comprehensive collection of seismic hazard data for Oregon. This publication consists of a geodatabase containing coseismic geohazard maps and quantitative ground shaking and ground deformation maps; a report describing the methods used to prepare the geodatabase, and map plates showing 1) the highest level of shaking (peak ground velocity) expected to occur with a 2% chance in the next 50 years, equivalent to the most severe shaking likely to occur once in 2,475 years; 2) median shaking levels expected from a suite of 30 magnitude 9 Cascadia subduction zone earthquake simulations; and 3) the probability of experiencing shaking of Modified Mercalli Intensity VII, which is the nominal threshold for structural damage to buildings. -
Bray 2011 Pseudostatic Slope Stability Procedure Paper
Paper No. Theme Lecture 1 PSEUDOSTATIC SLOPE STABILITY PROCEDURE Jonathan D. BRAY 1 and Thaleia TRAVASAROU2 ABSTRACT Pseudostatic slope stability procedures can be employed in a straightforward manner, and thus, their use in engineering practice is appealing. The magnitude of the seismic coefficient that is applied to the potential sliding mass to represent the destabilizing effect of the earthquake shaking is a critical component of the procedure. It is often selected based on precedence, regulatory design guidance, and engineering judgment. However, the selection of the design value of the seismic coefficient employed in pseudostatic slope stability analysis should be based on the seismic hazard and the amount of seismic displacement that constitutes satisfactory performance for the project. The seismic coefficient should have a rational basis that depends on the seismic hazard and the allowable amount of calculated seismically induced permanent displacement. The recommended pseudostatic slope stability procedure requires that the engineer develops the project-specific allowable level of seismic displacement. The site- dependent seismic demand is characterized by the 5% damped elastic design spectral acceleration at the degraded period of the potential sliding mass as well as other key parameters. The level of uncertainty in the estimates of the seismic demand and displacement can be handled through the use of different percentile estimates of these values. Thus, the engineer can properly incorporate the amount of seismic displacement judged to be allowable and the seismic hazard at the site in the selection of the seismic coefficient. Keywords: Dam; Earthquake; Permanent Displacements; Reliability; Seismic Slope Stability INTRODUCTION Pseudostatic slope stability procedures are often used in engineering practice to evaluate the seismic performance of earth structures and natural slopes. -
Living on Shaky Ground: How to Survive Earthquakes and Tsunamis
HOW TO SURVIVE EARTHQUAKES AND TSUNAMIS IN OREGON DAMAGE IN doWNTOWN KLAMATH FALLS FRom A MAGNITUde 6.0 EARTHQUAke IN 1993 TSUNAMI DAMAGE IN SEASIde FRom THE 1964GR EAT ALASKAN EARTHQUAke 1 Oregon Emergency Management Copyright 2009, Humboldt Earthquake Education Center at Humboldt State University. Adapted and reproduced with permission by Oregon Emergency You Can Prepare for the Management with help from the Oregon Department of Geology and Mineral Industries. Reproduction by permission only. Next Quake or Tsunami Disclaimer This document is intended to promote earthquake and tsunami readiness. It is based on the best SOME PEOplE THINK it is not worth preparing for an earthquake or a tsunami currently available scientific, engineering, and sociological because whether you survive or not is up to chance. NOT SO! Most Oregon research. Following its suggestions, however, does not guarantee the safety of an individual or of a structure. buildings will survive even a large earthquake, and so will you, especially if you follow the simple guidelines in this handbook and start preparing today. Prepared by the Humboldt Earthquake Education Center and the Redwood Coast Tsunami Work Group (RCTWG), If you know how to recognize the warning signs of a tsunami and understand in cooperation with the California Earthquake Authority what to do, you will survive that too—but you need to know what to do ahead (CEA), California Emergency Management Agency (Cal EMA), Federal Emergency Management Agency (FEMA), of time! California Geological Survey (CGS), Department of This handbook will help you prepare for earthquakes and tsunamis in Oregon. Interior United States Geological Survey (USGS), the National Oceanographic and Atmospheric Administration It explains how you can prepare for, survive, and recover from them. -
Changing Hillslopes : Evolution and Inheritance
Provided for non-commercial research and educational use only. Not for reproduction, distribution or commercial use. This chapter was originally published in the Treatise on Geomorphology, the copy attached is provided by Elsevier for the author’s benefit and for the benefit of the author’s institution, for non-commercial research and educational use. This includes without limitation use in instruction at your institution, distribution to specific colleagues, and providing a copy to your institution’s administrator. All other uses, reproduction and distribution, including without limitation commercial reprints, selling or licensing copies or access, or posting on open internet sites, your personal or institution’s website or repository, are prohibited. For exceptions, permission may be sought for such use through Elsevier’s permissions site at: http://www.elsevier.com/locate/permissionusematerial Roering J.J., and Hales T.C. Changing Hillslopes: Evolution and Inheritance; Inheritance and Evolution of Slopes. In: John F. Shroder (Editor-in-chief), Marston, R.A., and Stoffel, M. (Volume Editors). Treatise on Geomorphology, Vol 7, Mountain and Hillslope Geomorphology, San Diego: Academic Press; 2013. p. 284-305. © 2013 Elsevier Inc. All rights reserved. Author's personal copy 7.29 Changing Hillslopes: Evolution and Inheritance; Inheritance and Evolution of Slopes JJ Roering, University of Oregon, Eugene, OR, USA TC Hales, Cardiff University, Cardiff, UK r 2013 Elsevier Inc. All rights reserved. 7.29.1 Introduction 285 7.29.2 Hillslope Evolution -
Earthquake/Landslide Death Scene Investigation Supplement
Death Scene Investigation Supplement EARTHQUAKE/LANDSLIDE 1 DECEDENT PERSONAL DETAILS Last Name: First Name: Sex: Law Enforcement Case Number (if available): Male Female ME/C Case Number (if available): Law Enforcement Agency (if applicable): Date of Birth: Date of Death: Estimated Found Known MM DD YYYY MM DD YYYY Location of Injury (physical address, including ZIP code): 2 LOCATION OF THE DECEDENT Was the decedent found INDOORS? Yes No Complete 2A: OUTDOORS In what part of residence or building was the decedent found? Did the incident destroy the location? Yes No Unknown Did the incident collapse the walls or ceiling of the location? Yes No Unknown 2A OUTDOORS Was the decedent found OUTDOORS? Yes No Go to Section 3: Information about Circumstances of Death Any evidence the person was previously in a... Structure? Yes No Unknown Vehicle? Yes No Unknown 3 INFORMATION ABOUT CIRCUMSTANCES OF DEATH Does the cause of death appear to be due to any of the following? Select all potential causes of death. Complete all corresponding sections, THEN go to Section 7. Injury – Struck by (e.g., falling object)/Blunt force/Burns Complete Section 4: Injury Questions Motor Vehicle Crash Complete Section 5: Motor Vehicle Crash Questions Other (e.g., exacerbation of chronic diseases) Complete Section 6: Other Non-Injury Causes Questions 1 4 INJURY QUESTIONS How did the injury occur? Check all that apply: Hit by or struck against (Describe) Crushed (Describe) Asphyxia (Describe) Cut/laceration/impaled (Describe) Electric current or burn (Describe) Burn and/or -
Geology and Seismicity
SECTIONNINE GEOLOGY AND SEISMICITY 9. Section 9 NINE Geology and Seismicity This section describes the major geologic regions that could be affected by project construction and operation and the potential environmental consequences of the alternatives. 9.1 AFFECTED ENVIRONMENT The following paragraphs summarize the geologic conditions and hazards that may be encountered during the construction and implementation of the alternatives for the San Luis Drainage Feature Re-evaluation. The geologic environment is discussed in greater detail in Appendix H. The focus of this section is the geologic and seismic characteristics of the Great Valley and the Coast Ranges geomorphic provinces, which may influence the comparison of a the action alternatives due to the geologic conditions and potential geologic hazards associated with these regions. 9.1.1 Regulatory Background Several Federal and State regulations govern geology, seismicity, and soils in California. The Federal actions include the Earthquake Hazard Reduction Act of 1977, Executive Order 12699 on Seismic Safety of Federal Buildings, and the Uniform Building Code (superceded in California by the California Building Code). The State actions include the Alquist-Priolo Act, the Field Act, the California Building Code, and the Seismic Hazards Mapping Act. Some State agencies, including California Department of Transportation (Caltrans) and California Department of Water Resources (DWR), Division of Safety of Dams, have their own actions covering seismic and geologic hazards. In addition, municipalities and counties can have general or specific plans that may include the need for permitting. The regulatory background governing geology, seismicity, and soils is discussed further in Section 4.6. SLDFR Final EIS Section 09_Geology 9-1 SECTIONNINE Geology and Seismicity 9.1.2 Geologic Setting The existing San Luis Drain is situated near the western margin of San Joaquin Valley (Figure 9-1), which comprises the southern region of the Great Valley geomorphic province (Harden 1998). -
Distribution Pattern of Landslides Triggered by the 2014
International Journal of Geo-Information Article Distribution Pattern of Landslides Triggered by the 2014 Ludian Earthquake of China: Implications for Regional Threshold Topography and the Seismogenic Fault Identification Suhua Zhou 1,2, Guangqi Chen 1 and Ligang Fang 2,* 1 Department of Civil and Structural Engineering, Kyushu University, Fukuoka 819-0395, Japan; [email protected] (S.Z.); [email protected] (G.C.) 2 Department of Geotechnical Engineering, Central South University, Changsha 410075, China * Correspondance: [email protected]; Tel.: +86-731-8253-9756 Academic Editor: Wolfgang Kainz Received: 16 February 2016; Accepted: 11 March 2016; Published: 30 March 2016 Abstract: The 3 August 2014 Ludian earthquake with a moment magnitude scale (Mw) of 6.1 induced widespread landslides in the Ludian County and its vicinity. This paper presents a preliminary analysis of the distribution patterns and characteristics of these co-seismic landslides. In total, 1826 landslides with a total area of 19.12 km2 triggered by the 3 August 2014 Ludian earthquake were visually interpreted using high-resolution aerial photos and Landsat-8 images. The sizes of the landslides were, in general, much smaller than those triggered by the 2008 Wenchuan earthquake. The main types of landslides were rock falls and shallow, disrupted landslides from steep slopes. These landslides were unevenly distributed within the study area and concentrated within an elliptical area with a 25-km NW–SE striking long axis and a 15-km NW–SE striking short axis. Three indexes including landslides number (LN), landslide area ratio (LAR), and landslide density (LD) were employed to analyze the relation between the landslide distribution and several factors, including lithology, elevation, slope, aspect, distance to epicenter and distance to the active fault. -
Risk Analysis of Soil Liquefaction in Earthquake Disasters
E3S Web of Conferences 118, 03037 (2019) https://doi.org/10.1051/e3sconf/201911803037 ICAEER 2019 Risk analysis of soil liquefaction in earthquake disasters Yubin Zhang1,* 1National Earthquake Response Support Service, Beijing 100049, P. R. China Abstract. China is an earthquake-prone country. With the development of urbanization in China, the effect of population aggregation becomes more and more obvious, and the Casualty Risk of earthquake disasters also increases. Combining with the characteristics of earthquake liquefaction, this paper analyses the disaster situation of soil liquefaction caused by earthquake in Indonesia. The internal influencing factors of soil liquefaction and the external dynamic factors caused by earthquake are summarized, and then the evaluation factors of seismic liquefaction are summarized. The earthquake liquefaction risk is indexed to facilitate trend analysis. The index of earthquake liquefaction risk is more conducive to the disaster trend analysis of soil liquefaction risk areas, which is of great significance for earthquake disaster rescue. 1 Risk analysis of earthquake an earthquake of M7.5 occurred in the Palu region of liquefaction Indonesia. The liquefaction caused by the earthquake is evident in its severity and spatial range. According to the Earthquake disasters often cause serious damage to us report of Indonesia's National Disaster Response Agency because they are unpredictable. Search the US Geological (BNPB), more than 3,000 people were missing in Petobo Survey (USGS) website for the number of earthquakes and Balaroa, two of Palu's worst-hit areas. These with magnitude 6 and above in the last 50 years, about situations were compared with remote sensing images 7,000times.Earthquake liquefaction has existed since before and after the disaster. -
Landslide Triggering Mechanisms
kChapter 4 GERALD F. WIECZOREK LANDSLIDE TRIGGERING MECHANISMS 1. INTRODUCTION 2.INTENSE RAINFALL andslides can have several causes, including Storms that produce intense rainfall for periods as L geological, morphological, physical, and hu- short as several hours or have a more moderate in- man (Alexander 1992; Cruden and Vames, Chap. tensity lasting several days have triggered abun- 3 in this report, p. 70), but only one trigger (Varnes dant landslides in many regions, for example, 1978, 26). By definition a trigger is an external California (Figures 4-1, 4-2, and 4-3). Well- stimulus such as intense rainfall, earthquake shak- documented studies that have revealed a close ing, volcanic eruption, storm waves, or rapid stream relationship between rainfall intensity and acti- erosion that causes a near-immediate response in vation of landslides include those from California the form of a landslide by rapidly increasing the (Campbell 1975; Ellen et al. 1988), North stresses or by reducing the strength of slope mate- Carolina (Gryta and Bartholomew 1983; Neary rials. In some cases landslides may occur without an and Swift 1987), Virginia (Kochel 1987; Gryta apparent attributable trigger because of a variety or and Bartholomew 1989; Jacobson et al. 1989), combination of causes, such as chemical or physi- Puerto Rico (Jibson 1989; Simon et al. 1990; cal weathering of materials, that gradually bring the Larsen and Torres Sanchez 1992)., and Hawaii slope to failure. The requisite short time frame of (Wilson et al. 1992; Ellen et al. 1993). cause and effect is the critical element in the iden- These studies show that shallow landslides in tification of a landslide trigger. -
Mass Wasting and Hill-Slopes Mass Wasting
Mass Wasting and Hill-slopes Mass wasting • Is a collective term addressing all down slope movements of weathered rock (soil) that are created by gravitational forces. • Gravity is the primary component! • Vocabulary – Colluvium – Solifluction (soil flow) The Angle of Repose • The maximum slope at which loose, cohesionless material remains stable. It commonly ranges between 33 and 37 on natural slopes. • Dependent upon size, shape, surface roughness, angularity, of the particles • Wallace Stegner book as well. Dry sand cannot support an angle of >35o from horizontal: this is termed the angle of repose. 35o Moderate amounts of water create Saturation of sediment by increased structural integrity of water eliminates any structural sediment due to surface tension competence. This is the between grains. In this way slopes condition that often leads to steeper than the angle of repose can slope instability and be maintained (e.g., sandcastles). mass wasting. Slope movement types • When defining mass wasting it is necessary to include 1) the type of material in motion, including its coherence and dimensions; and 2) the type and rate of movement including creeping, falling, toppling, sliding, spreading, or flowing (debris flow). Handout Creep • Barely perceptible down slope movement. • Particle creep, individual particle movement due to wetting/drying, heating/cooling • Soil creep, dependent on changing SMR and climates. Creepy drawing Creep (or soil creep) works at a pace of mm/yr. It is generally related to (seasonal) wet-dry or freeze thaw changes. Fall • A fall is a mass movement where singular or multiple blocks of rock plunge from a height. Yosemite, CA Looks like an ideal place for a rock fall or a rock slide, thanks to exfoliation of granite batholiths. -
Mass Wasting and Landslides
Mass Wasting and Landslides Mass Wasting 1 Introduction Landslide and other ground failures posting substantial damage and loss of life In U.S., average 25–50 deaths; damage more than $3.5 billion For convenience, definition of landslide includes all forms of mass-wasting movements Landslide and subsidence: naturally occurred and affected by human activities Mass wasting Downslope movement of rock and soil debris under the influence of gravity Transportation of large masses of rock Very important kind of erosion 2 Mass wasting Gravity is the driving force of all mass wasting Effects of gravity on a rock lying on a hillslope 3 Boulder on a hillside Mass Movement Mass movements occur when the force of gravity exceeds the strength of the slope material Such an occurrence can be precipitated by slope-weakening events Earthquakes Floods Volcanic Activity Storms/Torrential rain Overloading the strength of the rock 4 Mass Movement Can be either slow (creep) or fast (landslides, debris flows, etc.) As terrain becomes more mountainous, the hazard increases In developed nations impacts of mass-wasting or landslides can result in millions of dollars of damage with some deaths In less developed nations damage is more extensive because of population density, lack of stringent zoning laws, scarcity of information and inadequate preparedness **We can’t always predict or prevent the occurrence of mass- wasting events, a knowledge of the processes and their relationship to local geology can lead to intelligent planning that will help -
Mass-Wasting, Classification and Damage in Ohio C
MASS-WASTING, CLASSIFICATION AND DAMAGE IN OHIO C. N. SAVAGE Department of Geography and Geology, Kent State University, Kent, Ohio The sudden and often spectacular free fall, slide, flow, creep or subsidence of earth materials may be costly in terms of human lives and property damage. Phenomena of this type, variously called "landslide, earthflow or subsidence" are assigned by geologists to gravity controlled movement or referred to collectively as "mass-wasting." This category also includes movement of dry or hard-frozen masses, or snow-laden debris when moved by gravity. Figure 1 illustrates some of these types of movement. This paper is intended to bring to the attention of laymen and professional men the importance and widespread occurrence of these destructive forces. A brief discussion of damage, origin, prevention and classification is presented, followed by examples in Ohio. It is hoped that the suggested classification will prove useful as an aid to the recognition of different types of mass-movement. Annually, many highways are blocked or destroyed, soils are ruined and buried in rubble, forest lands are ripped apart, and bridges, dams, buildings and other structures are wrecked or buried by landslides. Every year, especially in southern and eastern Ohio, many thousands of dollars are lost because of this type of calamity. There is scarcely a spring which does not bring reports of landslides in the local press. It seems obvious that this is a subject of grave concern to construction engineers, soils experts, conservation men and many others including the tax paying citizen. Wherever there are slopes that are steep enough, and wherever there is loose rock material, mass-wasting is a potential threat.