LAB Exercise #2 Stereographic Projections
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326-97 Lab Final S.D
Geol 326-97 Name: KEY 5/6/97 Class Ave = 101 / 150 Geol 326-97 Lab Final s.d. = 24 This lab final exam is worth 150 points of your total grade. Each lettered question is worth 15 points. Read through it all first to find out what you need to do. List all of your answers on these pages and attach any constructions, tracing paper overlays, etc. Put your name on all pages. 1. One way to analyze brittle faults is to calculate and plot the infinitesimal shortening and extension directions on a lower hemisphere, stereographic projection. These principal axes lie in the “movement plane”, which contains the pole to the fault plane and the slickensides, and are at 45° to the pole. The following questions apply to a single fault described in part (a), below: (a) A fault has a strike and dip of 250, 57 N and the slickensides have a rake of 63°, measured from the given strike azimuth. Plot the orientations of the fault plane and the slickensides on an equal area projection. (b) Bedding in the vicinity of the fault is oriented 37, 42 E. Assuming that the fault formed when the bedding was horizontal, determine and plot the original geometry of the fault and the slickensides. (c) Determine the original (pre-rotation)orientation of the infinitesimal shortening and extension axes for fault. 2. All of the following questions apply to the map shown on the next page. In all of the rocks with cleavage, you may assume that both cleavage and bedding strike 024°. -
FIELD TRIP: Contractional Linkage Zones and Curved Faults, Garden of the Gods, with Illite Geochronology Exposé
FIELD TRIP: Contractional linkage zones and curved faults, Garden of the Gods, with illite geochronology exposé Presenters: Christine Siddoway and Elisa Fitz Díaz. With contributions from Steven A.F. Smith, R.E. Holdsworth, and Hannah Karlsson This trip examines the structural geology and fault geochronology of Garden of the Gods, Colorado. An enclave of ‘red rock’ terrain that is noted for the sculptural forms upon steeply dipping sandstones (against the backdrop of Pikes Peak), this site of structural complexity lies at the south end of the Rampart Range fault (RRF) in the southern Colorado Front Range. It features Laramide backthrusts, bedding plane faults, and curved fault linkages within subvertical Mesozoic strata in the footwall of the RRF. Special subjects deserving of attention on this SGTF field trip are deformation band arrays and younger-upon-older, top-to-the-west reverse faults—that well may defy all comprehension! The timing of RRF deformation and formation of the Colorado Front Range have long been understood only in general terms, with reference to biostratigraphic controls within Laramide orogenic sedimentary rocks, that derive from the Laramide Front Range. Using 40Ar/39Ar illite age analysis of shear-generated illite, we are working to determine the precise timing of fault movement in the Garden of the Gods and surrounding region provide evidence for the time of formation of the Front Range monocline, to be compared against stratigraphic-biostratigraphic records from the Denver Basin. The field trip will complement an illite geochronology workshop being presented by Elisa Fitz Díaz on 19 June. If time allows, and there is participant interest, we will make a final stop to examine fault-bounded, massive sandstone- and granite-hosted clastic dikes that are associated with the Ute Pass fault. -
Pacific Petroleum Eology
Pacific Petroleum Geology NEWSLETTER Pacific Section • American Association of Petroleum Geologists September & October• 2010 School of Rock Ridge Basin CONTENTS 2010-2011 OFF I C E RS EV E RY ISSU E President Cynthia Huggins 661.665.5074 [email protected] 4 Message from the President • C. Huggins President-Elect John Minch 805.898.9200 6 Editor’s Corner • E. Washburn [email protected] Vice President Jeff Gartland 7 PS-AAPG News 661.869.8204 [email protected] 13 Publications Secretary Tony Reid 661.412.5467 17 Member Society News [email protected] Treasurer 2009-2011 Cheryl Blume TH I S ISSU E 661.864.4722 [email protected] 8 Sharktooth Hill Fossil Fund • K. Hancharick Treasurer 2010-2012 Jana McIntyre 661.869.8231 [email protected] 10 AAPG Young Professionals • J. Allen Past President Scott Hector 11 Serpentine: The Rest of the Story • Mel 707.974.6402 [email protected] Erskine Editor-in-Chief Ed Washburn 661.654.7182 [email protected] ST AFF Web Master Bob Countryman 661.589.8580 [email protected] Membership Chair Brian Church 661.654.7863 [email protected] Publications Chair Larry Knauer 661.392.2471 [email protected] [email protected] Advisory Council Representative Kurt Neher 661.412.5203 [email protected] Cover photo of Ridge Basin outcrop courtesy Jonathan Allen Page 3 Pacific Petroleum Geologist Newsletter September & October • 2010 MESSAGE FRO M THE PRESIDENT CYNTHIA HUGGINS Do you know what Marilyn Bachman, Mike Fillipow, Peggy Lubchenco, and Jane Justus Frazier have in common? They were all recipients of the Teacher of the Year Award from AAPG, and they all came from the Pacific Section! Of the 13 recipients of this award, four have been from PSAAPG. -
Chapter 01.Pdf
Mathematical Background in Aircraft Structural Mechanics CHAPTER 1. Linear Elasticity SangJoon Shin School of Mechanical and Aerospace Engineering Seoul National University Active Aeroelasticityand Rotorcraft Lab. Basic equation of Linear Elasticity Structural analysis … evaluation of deformations and stresses arising within a solid object under the action of applied loads - if time is not explicitly considered as an independent variable → the analysis is said to be static → otherwise, structural dynamic analysis or structural dynamics Small deformation Under the assumption of { Linearly elastic material behavior - Three dimensional formulation → a set of 15 linear 1st order PDE involving displacement field (3 components) { stress field (6 components) strain field (6 components) plane stress problem → simpler, 2-D formulations { plane strain problem For most situations, not possible to develop analytical solutions → analysis of structural components … bars, beams, plates, shells 1-2 Active Aeroelasticity and Rotorcraft Lab., Seoul National University 1.1 The concept of Stress 1.1.1 The state of stress at a point State of stress in a solid body… measure of intensity of forces acting within the solid - distribution of forces and moments appearing on the surface of the cut … equipollent force F , and couple M - Newton’s 3rd law → a force and couple of equal magnitudes and opposite directions acting on the two forces created by the cut Fig. 1.1 A solid body cut by a plane to isolate a free body 1-3 Active Aeroelasticity and Rotorcraft -
Folds and Folding
Chapter ................................ 11 Folds and folding Folds are eye-catching and visually attractive structures that can form in practically any rock type, tectonic setting and depth. For these reasons they have been recognized, admired and explored since long before geology became a science (Leonardo da Vinci discussed them some 500 years ago, and Nicholas Steno in 1669). Our understanding of folds and folding has changed over time, and the fundament of what is today called modern fold theory was more or less consolidated in the 1950s and 1960s. Folds, whether observed on the micro-, meso- or macroscale, are clearly some of our most important windows into local and regional deformation histories of the past. Their geometry and expression carry important information about the type of deformation, kinematics and tectonics of an area. Besides, they can be of great economic importance, both as oil traps and in the search for and exploitation of ores and other mineral resources. In this chapter we will first look at the geometric aspects of folds and then pay attention to the processes and mechanisms at work during folding of rock layers. 220 Folds and folding 11.1 Geometric description (a) Kink band a a It is fascinating to watch folds form and develop in the laboratory, and we can learn much about folds and folding by performing controlled physical experiments and numerical simulations. However, modeling must always be rooted in observations of naturally folded Trace of Axial trace rocks, so geometric analysis of folds formed in different bisecting surface settings and rock types is fundamental. Geometric analy- (b) Chevron folds sis is important not only in order to understand how various types of folds form, but also when considering such things as hydrocarbon traps and folded ores in the subsurface. -
The Role of Flexural Slip in the Development of Chevron Folds
Scholars' Mine Masters Theses Student Theses and Dissertations Spring 2018 The role of flexural slip in the development of chevron folds Yuxing Wu Follow this and additional works at: https://scholarsmine.mst.edu/masters_theses Part of the Petroleum Engineering Commons Department: Recommended Citation Wu, Yuxing, "The role of flexural slip in the development of chevron folds" (2018). Masters Theses. 7788. https://scholarsmine.mst.edu/masters_theses/7788 This thesis is brought to you by Scholars' Mine, a service of the Missouri S&T Library and Learning Resources. 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]. i THE ROLE OF FLEXURAL SLIP IN THE DEVELOPMENT OF CHEVRON FOLDS by YUXING WU A THESIS Presented to the Faculty of the Graduate School of the MISSOURI UNIVERSITY OF SCIENCE AND TECHNOLOGY In Partial Fulfillment of the Requirements for the Degree MASTER OF SCIENCE IN PETROLEUM ENGINEERING 2018 Approved by Andreas Eckert, Advisor John Patrick Hogan Jonathan Obrist Farner ii 2018 Yuxing Wu All Rights Reserved iii ABSTRACT Chevron folds are characterized by straight limbs and narrow hinge zones. One of the conceptual models to initiate and develop chevron folds involves flexural slip during folding. While some kinematical models show the necessity for slip to initiate during chevron folding, recent numerical modeling studies of visco-elastic effective single layer buckle folding have shown that flexural slip does not result in chevron folds. In this study, several 2D finite element analysis models are run, distinguished by 1) geometry of the initial perturbation (sinusoidal and white noise), 2) varying thewavelength of the initial perturbation (10%, 50%, and 100% of the dominant wavelength) and 3) variation of the friction coefficient (high and low friction coefficient between interlayers). -
Characterization of Olivine Fabrics and Mylonite in the Presence of Fluid
Jung et al. Earth, Planets and Space 2014, 66:46 http://www.earth-planets-space.com/content/66/1/46 FULL PAPER Open Access Characterization of olivine fabrics and mylonite in the presence of fluid and implications for seismic anisotropy and shear localization Sejin Jung1, Haemyeong Jung1* and Håkon Austrheim2 Abstract The Lindås Nappe, Bergen Arc, is located in western Norway and displays two high-grade metamorphic structures. A Precambrian granulite facies foliation is transected by Caledonian fluid-induced eclogite-facies shear zones and pseudotachylytes. To understand how a superimposed tectonic event may influence olivine fabric and change seismic anisotropy, two lenses of spinel lherzolite were studied by scanning electron microscope (SEM) and electron back-scattered diffraction (EBSD) techniques. The granulite foliation of the surrounding anorthosite complex is displayed in ultramafic lenses as a modal variation in olivine, pyroxenes, and spinel, and the Caledonian eclogite-facies structure in the surrounding anorthosite gabbro is represented by thin (<1 cm) garnet-bearing ultramylonite zones. The olivine fabrics in the spinel bearing assemblage were E-type and B-type and a combination of A- and B-type lattice preferred orientations (LPOs). There was a change in olivine fabric from a combination of A- and B-type LPOs in the spinel bearing assemblage to B- and E-type LPOs in the garnet lherzolite mylonite zones. Fourier transform infrared (FTIR) spectroscopy analyses reveal that the water content of olivine in mylonite is much higher (approximately 600 ppm H/Si) than that in spinel lherzolite (approximately 350 ppm H/Si), indicating that water caused the difference in olivine fabric. -
Oregon Geologic Digital Compilation Rules for Lithology Merge Information Entry
State of Oregon Department of Geology and Mineral Industries Vicki S. McConnell, State Geologist OREGON GEOLOGIC DIGITAL COMPILATION RULES FOR LITHOLOGY MERGE INFORMATION ENTRY G E O L O G Y F A N O D T N M I E N M E T R R A A L P I E N D D U N S O T G R E I R E S O 1937 2006 Revisions: Feburary 2, 2005 January 1, 2006 NOTICE The Oregon Department of Geology and Mineral Industries is publishing this paper because the infor- mation furthers the mission of the Department. To facilitate timely distribution of the information, this report is published as received from the authors and has not been edited to our usual standards. Oregon Department of Geology and Mineral Industries Oregon Geologic Digital Compilation Published in conformance with ORS 516.030 For copies of this publication or other information about Oregon’s geology and natural resources, contact: Nature of the Northwest Information Center 800 NE Oregon Street #5 Portland, Oregon 97232 (971) 673-1555 http://www.naturenw.org Oregon Department of Geology and Mineral Industries - Oregon Geologic Digital Compilation i RULES FOR LITHOLOGY MERGE INFORMATION ENTRY The lithology merge unit contains 5 parts, separated by periods: Major characteristic.Lithology.Layering.Crystals/Grains.Engineering Lithology Merge Unit label (Lith_Mrg_U field in GIS polygon file): major_characteristic.LITHOLOGY.Layering.Crystals/Grains.Engineering major characteristic - lower case, places the unit into a general category .LITHOLOGY - in upper case, generally the compositional/common chemical lithologic name(s) -
PLANE DIP and STRIKE, LINEATION PLUNGE and TREND, STRUCTURAL MEASURMENT CONVENTIONS, the BRUNTON COMPASS, FIELD BOOK, and NJGS FMS
PLANE DIP and STRIKE, LINEATION PLUNGE and TREND, STRUCTURAL MEASURMENT CONVENTIONS, THE BRUNTON COMPASS, FIELD BOOK, and NJGS FMS The word azimuth stems from an Arabic word meaning "direction“, and means an angular measurement in a spherical coordinate system. In structural geology, we primarily deal with land navigation and directional readings on two-dimensional maps of the Earth surface, and azimuth commonly refers to incremental measures in a circular (0- 360 °) and horizontal reference frame relative to land surface. Sources: Lisle, R. J., 2004, Geological Structures and Maps, A Practical Guide, Third edition http://www.geo.utexas.edu/courses/420k/PDF_files/Brunton_Compass_09.pdf http://en.wikipedia.org/wiki/Azimuth http://en.wikipedia.org/wiki/Brunton_compass FLASH DRIVE/Rider/PDFs/Holcombe_conv_and_meas.pdf http://www.state.nj.us/dep/njgs/geodata/fmsdoc/fmsuser.htm Brunton Pocket Transit Rider Structural Geology 310 2012 GCHERMAN 1 PlanePlane DipDip andand LinearLinear PlungePlunge horizontal dddooo Dip = dddooo Bedding and other geological layers and planes that are not horizontal are said to dip. The dip is the slope of a geological surface. There are two aspects to the dip of a plane: (a) the direction of dip , which is the compass direction towards which the plane slopes; and (b) the angle of dip , which is the angle that the plane makes with a horizontal plane (Fig. 2.3). The direction of dip can be visualized as the direction in which water would flow if poured onto the plane. The angle of dip is an angle between 0 ° (for horizontal planes) and 90 ° (for vertical planes). To record the dip of a plane all that is needed are two numbers; the angle of dip followed by the direction (or azimuth) of dip, e.g. -
Joints, Folds, and Faults
Structural Geology Rocks in the Crust Are Bent, Stretched, and Broken … …by directed stresses that cause Deformation. Types of Differential Stress Tensional, Compressive, and Shear Strain is the change in shape and or volume of a rock caused by Stress. Joints, Folds, and Faults Strain occurs in 3 stages: elastic deformation, ductile deformation, brittle deformation 1 Type of Strain Dependent on … • Temperature • Confining Pressure • Rate of Strain • Presence of Water • Composition of the Rock Dip-Slip and Strike-Slip Faults Are the Most Common Types of Faults. Major Fault Types 2 Fault Block Horst and Graben BASIN AND Crustal Extension Formed the RANGE PROVINCE Basin and Range Province. • Decompression melting and high heat developed above a subducted rift zone. • Former margin of Farallon and Pacific plates. • Thickening, uplift ,and tensional stress caused normal faults. • Horst and Graben structures developed. Fold Terminology 3 Open Anticline – convex upward arch with older rocks in the center of the fold (symmetrical) Isoclinal Asymmetrical Overturned Recumbent Evolution Simple Folds of a fold into a reverse fault An eroded anticline will have older beds in the middle An eroded syncline will have younger beds in middle Outcrop patterns 4 • The Strike of a body of rock is a line representing the intersection of A layer of tilted that feature with the plane of the horizon (always measured perpendicular to the Dip). rock can be • Dip is the angle below the horizontal of a geologic feature. represented with a plane. o 30 The orientation of that plane in space is defined with Strike-and- Dip notation. Maps are two- Geologic Map Showing Topography, Lithology, and dimensional Age of Rock Units in “Map View”. -
EPS 116 – Laboratory Structural Geology Lab Exercise #1 Spring 2016
EPS 116 – Laboratory Structural Geology LAB #1 – Orientation of Structures in Space Familiarize yourself with the following terms. Sketch each feature and include relevant details, e.g., footwall, hanging wall, motion arrows, etc. Also always include at least 3 horizontal layers and an up arrow in the cross sections and a north arrow in each map view. Stress vs. Strain Feature Cross Section Map View compression tension Horst and contraction/shortening Graben extension (Label hanging /foot wall and slip Brittle Deformation direction) joint fault earthquake Thrust Fault thrust/reverse fault (Label hanging / normal fault footwall and slip footwall direction) hanging wall strike-slip fault right lateral or dextral Anticline left lateral (Label hinge axis, or sinistral force direction, dip-slip contact topo lines in map view) oblique-slip Ductile Deformation fold Normal Fault anticline (Label hanging / footwall and slip syncline direction) Map View longitude latitude geographic vs. magnetic north Syncline topography (Label hinge axis, scale force direction, profile contact topo lines in map view) Strike-Slip fault (Label hanging / footwall and slip direction) Lab Exercise #1 Spring 2016 Page 1 of 9 EPS 116 – Laboratory Structural Geology Strike & Dip Strike and dip describe the orientation of a plane in space. Example: the peaked roof of a house: Strike Line Dip Direction Strike is the orientation of the intersection line of the plane in question (roof of a house) with the horizontal plane. If you were to look down on the house from directly above, it would look like this: North Strike Line Strike The angle between the strike line and north is used to describe the strike. -
Deformation in the Hinge Region of a Chevron Fold, Valley and Ridge Province, Central Pennsylvania
JournalofStructuraIGeolog3`ko{ ~,.No 2, pp 157tolt, h, 1986 (~IUI-~',I41/gc~$03(10~0(Ki Printed in Oreal Britain ~{: ]t~s¢~Pcrgam-n Press lJd Deformation in the hinge region of a chevron fold, Valley and Ridge Province, central Pennsylvania DAVID K. NARAHARA* and DAVID V. WILTSCHKO% Department of Geological Sciences, The University of Michigan, Ann Arbor, Michigan 481(19, U.S A (Received 27 November 1984: accepted in revised form 18 July 1985) Abstract--The hinge region of an asymmetrical chevron fold in sandstone, taken from the Tuscarora Formation of central Pennsylvania. U.S.A., was studied in detail in an attempt to account for the strain that produced the fold shape. The'fold hinge consists of a medium-grained quartz arenite and was deformed predominantly by brittle fracturing and minor amounts of pressure solution and intracrystalline strain. These fractures include: (1) faults, either minor offsets or major limb thrusts, (2) solitary well-healed quartz veins and (3) fibrous quartz veins which are the result of repeated fracturing and healing of grains. The fractures formed during folding as they are observed to cross-cut the authigenic cement. Deformation lamellae and in a few cases, pressure solution, occurred contemporaneously with folding. The fibrous veins appear to have formed as a result of stretching of one limb: the', cross-cut all other structures. Based upon the spatial relationships between the deformation features, we believe that a neutral surface was present during folding, separating zones of compression and extension along the inner and outer arcs, respectively. Using the strain data from the major faults, the fold can be restored back to an interlimb angle of 157°; however, the extension required for such an angle along the outer arc is much more than was actually measured.