Anticline and Adjacent Areas Grand County, Utah
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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°. -
Evolution of a Highly Dilatant Fault Zone in the Grabens of Canyonlands
Solid Earth, 6, 839–855, 2015 www.solid-earth.net/6/839/2015/ doi:10.5194/se-6-839-2015 © Author(s) 2015. CC Attribution 3.0 License. Evolution of a highly dilatant fault zone in the grabens of Canyonlands National Park, Utah, USA – integrating fieldwork, ground-penetrating radar and airborne imagery analysis M. Kettermann1, C. Grützner2,a, H. W. van Gent1,b, J. L. Urai1, K. Reicherter2, and J. Mertens1,c 1Structural Geology, Tectonics and Geomechanics Energy and Mineral Resources Group, RWTH Aachen University, Lochnerstraße 4–20, 52056 Aachen, Germany 2Neotectonics and Natural Hazards, RWTH Aachen University, Lochnerstraße 4–20, 52056 Aachen, Germany anow at: COMET; Bullard Laboratories, Department of Earth Sciences, University of Cambridge, Cambridge, UK bnow at: Shell Global Solutions International, Rijswijk, the Netherlands cnow at: ETH Zürich, Zürich, Switzerland Correspondence to: M. Kettermann ([email protected]) Received: 20 February 2015 – Published in Solid Earth Discuss.: 17 March 2015 Revised: 18 June 2015 – Accepted: 22 June 2015 – Published: 21 July 2015 Abstract. The grabens of Canyonlands National Park are 1 Introduction a young and active system of sub-parallel, arcuate grabens, whose evolution is the result of salt movement in the sub- Understanding the structure of dilatant fractures in normal surface and a slight regional tilt of the faulted strata. We fault zones is important for many applications in geoscience. present results of ground-penetrating radar (GPR) surveys Reservoirs for hydrocarbons, geothermal energy and fresh- in combination with field observations and analysis of high- water often contain dilatant fractures (e.g., Ehrenberg and resolution airborne imagery. -
Faults and Joints
133 JOINTS Joints (also termed extensional fractures) are planes of separation on which no or undetectable shear displacement has taken place. The two walls of the resulting tiny opening typically remain in tight (matching) contact. Joints may result from regional tectonics (i.e. the compressive stresses in front of a mountain belt), folding (due to curvature of bedding), faulting, or internal stress release during uplift or cooling. They often form under high fluid pressure (i.e. low effective stress), perpendicular to the smallest principal stress. The aperture of a joint is the space between its two walls measured perpendicularly to the mean plane. Apertures can be open (resulting in permeability enhancement) or occluded by mineral cement (resulting in permeability reduction). A joint with a large aperture (> few mm) is a fissure. The mechanical layer thickness of the deforming rock controls joint growth. If present in sufficient number, open joints may provide adequate porosity and permeability such that an otherwise impermeable rock may become a productive fractured reservoir. In quarrying, the largest block size depends on joint frequency; abundant fractures are desirable for quarrying crushed rock and gravel. Joint sets and systems Joints are ubiquitous features of rock exposures and often form families of straight to curviplanar fractures typically perpendicular to the layer boundaries in sedimentary rocks. A set is a group of joints with similar orientation and morphology. Several sets usually occur at the same place with no apparent interaction, giving exposures a blocky or fragmented appearance. Two or more sets of joints present together in an exposure compose a joint system. -
Geologic Map of the Yellow Pine Quadrangle, Valley County, Idaho
IDAHO GEOLOGICAL SURVEY IDAHOGEOLOGY.ORG DIGITAL WEB MAP 190 MOSCOW AND BOISE STEWART AND OTHERS present in exposures in the southern part of the map. Quartzite is feldspar The Johnson Creek shear zone is a major regional structure (Lund, 2004). To PIONEER GROUP (CH0776) poor. Thickness unknown because of complex internal folding and the the south of the quadrangle it can be traced as a series of faults (Fisher and 19DS16 GEOLOGIC MAP OF THE YELLOW PINE QUADRANGLE, VALLEY COUNTY, IDAHO The Pioneer group is a prospected area located northeast of the mouth of presence of a foliation that may or may not be transposed bedding. Likely others, 1992; Stewart and others, 2018), none of which appear to be as equivalent to the quartzite and schist unit in the Stibnite roof pendant silicified as in the Yellow Pine area. One splay likely connects to the Dead- Riordan Creek. One Defense Minerals Administration (DMA) application Cambrian y CORRELATION OF MAP UNITS and one Defense Minerals Exploration Administration (DMEA) loan appli- t i mapped by Stewart and others (2016). wood fault, which is locally mineralized at and southwest of the Deadwood l i lower cation were made in the 1950s for claims in this area, details of which are b Mine (Kiilsgaard and others, 2006). To the north, north of the Red Mountain a b Zmsm Marble of Moores Station Formation (Neoproterozoic)—Discontinuous lenses available in Frank (2016). Prospects at slightly lower elevation were termed o qtzite David E. Stewart, Reed S. Lewis, Eric D. Stewart, and Zachery M. Lifton stockwork, the fault zone is intruded by voluminous Eocene dikes (Lund, r p of buff to light-gray marble and lesser amounts of millimeter- to the Syringa Group (DMA Docket 1036). -
Mechanical Stratigraphic Controls on Natural Fracture Spacing and Penetration
Journal of Structural Geology 95 (2017) 160e170 Contents lists available at ScienceDirect Journal of Structural Geology journal homepage: www.elsevier.com/locate/jsg Mechanical stratigraphic controls on natural fracture spacing and penetration * Ronald N. McGinnis a, , David A. Ferrill a, Alan P. Morris a, Kevin J. Smart a, Daniel Lehrmann b a Department of Earth, Material, and Planetary Sciences, Southwest Research Institute, 6220 Culebra Road, San Antonio, TX 78238-5166, USA b Geoscience Department, Trinity University, One Trinity Place, San Antonio, TX 78212, USA article info abstract Article history: Fine-grained low permeability sedimentary rocks, such as shale and mudrock, have drawn attention as Received 20 July 2016 unconventional hydrocarbon reservoirs. Fracturing e both natural and induced e is extremely important Received in revised form for increasing permeability in otherwise low-permeability rock. We analyze natural extension fracture 21 December 2016 networks within a complete measured outcrop section of the Ernst Member of the Boquillas Formation Accepted 7 January 2017 in Big Bend National Park, west Texas. Results of bed-center, dip-parallel scanline surveys demonstrate Available online 8 January 2017 nearly identical fracture strikes and slight variation in dip between mudrock, chalk, and limestone beds. Fracture spacing tends to increase proportional to bed thickness in limestone and chalk beds; however, Keywords: Mechanical stratigraphy dramatic differences in fracture spacing are observed in mudrock. A direct relationship is observed be- Natural fractures tween fracture spacing/thickness ratio and rock competence. Vertical fracture penetrations measured Fracture spacing from the middle of chalk and limestone beds generally extend to and often beyond bed boundaries into Fracture penetration the vertically adjacent mudrock beds. -
Along Strike Variability of Thrust-Fault Vergence
Brigham Young University BYU ScholarsArchive Theses and Dissertations 2014-06-11 Along Strike Variability of Thrust-Fault Vergence Scott Royal Greenhalgh Brigham Young University - Provo Follow this and additional works at: https://scholarsarchive.byu.edu/etd Part of the Geology Commons BYU ScholarsArchive Citation Greenhalgh, Scott Royal, "Along Strike Variability of Thrust-Fault Vergence" (2014). Theses and Dissertations. 4095. https://scholarsarchive.byu.edu/etd/4095 This Thesis is brought to you for free and open access by BYU ScholarsArchive. It has been accepted for inclusion in Theses and Dissertations by an authorized administrator of BYU ScholarsArchive. For more information, please contact [email protected], [email protected]. Along Strike Variability of Thrust-Fault Vergence Scott R. Greenhalgh A thesis submitted to the faculty of Brigham Young University in partial fulfillment of the requirements for the degree of Master of Science John H. McBride, Chair Brooks B. Britt Bart J. Kowallis John M. Bartley Department of Geological Sciences Brigham Young University April 2014 Copyright © 2014 Scott R. Greenhalgh All Rights Reserved ABSTRACT Along Strike Variability of Thrust-Fault Vergence Scott R. Greenhalgh Department of Geological Sciences, BYU Master of Science The kinematic evolution and along-strike variation in contractional deformation in over- thrust belts are poorly understood, especially in three dimensions. The Sevier-age Cordilleran overthrust belt of southwestern Wyoming, with its abundance of subsurface data, provides an ideal laboratory to study how this deformation varies along the strike of the belt. We have per- formed a detailed structural interpretation of dual vergent thrusts based on a 3D seismic survey along the Wyoming salient of the Cordilleran overthrust belt (Big Piney-LaBarge field). -
The Central Zagros Fold-Thrust Bemt (Iran) : New Insights from Seismic Data Field Observation and Sandbox Modelling S
The Central Zagros fold-thrust bemt (Iran) : New insights from seismic data field observation and sandbox modelling S. Sherkati, J. Letouzey, Dominique Frizon de Lamotte To cite this version: S. Sherkati, J. Letouzey, Dominique Frizon de Lamotte. The Central Zagros fold-thrust bemt (Iran) : New insights from seismic data field observation and sandbox modelling. Tectonics, American Geo- physical Union (AGU), 2006, 25 (4), pp.TC4007. 10.1029/2004TC001766. hal-00069591 HAL Id: hal-00069591 https://hal.archives-ouvertes.fr/hal-00069591 Submitted on 29 May 2021 HAL is a multi-disciplinary open access L’archive ouverte pluridisciplinaire HAL, est archive for the deposit and dissemination of sci- destinée au dépôt et à la diffusion de documents entific research documents, whether they are pub- scientifiques de niveau recherche, publiés ou non, lished or not. The documents may come from émanant des établissements d’enseignement et de teaching and research institutions in France or recherche français ou étrangers, des laboratoires abroad, or from public or private research centers. publics ou privés. Copyright TECTONICS, VOL. 25, TC4007, doi:10.1029/2004TC001766, 2006 Central Zagros fold-thrust belt (Iran): New insights from seismic data, field observation, and sandbox modeling S. Sherkati,1 J. Letouzey,2 and D. Frizon de Lamotte3 Received 10 November 2004; revised 27 January 2006; accepted 29 March 2006; published 20 July 2006. [1] We present five generalized cross sections across levels are activated sequentially from deeper horizons the central Zagros fold-and-thrust belt (Iran). These to shallower ones. However, in one case (Gachsaran sections show that the fold geometry varies de´collement) a shallow de´collement is activated during significantly both horizontally and vertically. -
Folds & Folding
Folds and Folding Earth Structure (2nd Edition), 2004 W.W. Norton & Co, New York Slide show by Ben van der Pluijm © WW Norton; unless noted otherwise Folds Maryland Appalachians Swiss Alps 9/18/2010 © EarthStructure (2nd ed) 2 Fold Classification fold shape in profile interlimb angle similar/parallel symmetry/vergence fold size amplitude wavelength fold facing upward/downward fold orientation axis/hinge line axial surface fold in 3D cylindrical/non-cylindrical presence of secondary features foliation lineation DePaor, 2002 9/18/2010 © EarthStructure (2nd ed) 3 Fold terminology 9/18/2010 © EarthStructure (2nd ed) 4 Fold facing (a) upward facing antiform or anticline (b) upward facing synform or syncline (c) downward-facing antiform or antiformal syncline (d) downward-facing synform or synformal anticline (e) profile view; (f) map view 9/18/2010 © EarthStructure (2nd ed) 5 Fold Shape parallel fold similar fold ptygmatic folds 9/18/2010 © EarthStructure (2nd ed) 6 Fold shape a. Parallel fold b. Similar fold t is layer-perpendicular thickness; T is axial trace-parallel thickness 9/18/2010 © EarthStructure (2nd ed) 7 Dip isogons In Class 1A (a) the construction of a single dip isogon is shown, which connects the tangents to upper and lower boundary of folded layer with equal angle (α) relative to a reference frame; dip isogons at 10° intervals are shown for each class. Class 1 folds (a– c) have convergent dip isogon patterns; dip isogons in Class 2 folds (d) are parallel; Class 3 folds (e) have divergent dip isogon patterns. In this classification, parallel (b) and similar (d) folds are labeled as Class 1B and Class 2, respectively. -
Similarities Between the Thick-Skinned Blue Ridge Anticlinorium and the Thin-Skinned Powell Valley Anticline
Similarities between the thick-skinned Blue Ridge anticlinorium and the thin-skinned Powell Valley anticline LEONARD D. HARRIS U.S. Geological Survey, Reston, Virginia 22092 ABSTRACT a nearly continuous sequence with sedimentary rocks of the Valley and Ridge. South of Roanoke, Virginia, in the southern Appalachi- The Blue Ridge anticlinorium in northern Virginia is a part of an ans, the continuity of the sequence is broken by a series of great integrated deformational system spanning the area from the Pied- thrust faults that have transported Precambrian rocks of the Blue mont to the Appalachian Plateaus. Deformation intensity within Ridge westward in Tennessee at least 56 km (35 mi), burying rocks the system decreases from east to west. Differences of opinion have of the Valley and Ridge province. Although surface relations in the emerged concerning the central Appalachians as to whether the southern Appalachians clearly demonstrate that basement rocks basement rocks exposed in the core of the Blue Ridge anticlinorium are involved in thrusting, surface relations in the central Appala- are rooted or are allochthonous. Available surface and subsurface chians are less definitive. Consequently, differences of opinion have stratigraphie and structural data suggest that the anticlinorium may emerged in the central Appalachians concerning whether, in the be a rootless thick-skinned analogue to the rootless thin-skinned subsurface, basement rocks beneath the Blue Ridge are rooted or Powell Valley anticline in the Valley and Ridge. Both structures involved in thrusting. As an example, Cloos (1947, 1972) consid- were produced during the Alleghenian orogeny by similar defor- ered that the Blue Ridge anticlinorium in northern Virginia and mational processes. -
THE GROWTH of SHEEP MOUNTAIN ANTICLINE: COMPARISON of FIELD DATA and NUMERICAL MODELS Nicolas Bellahsen and Patricia E
THE GROWTH OF SHEEP MOUNTAIN ANTICLINE: COMPARISON OF FIELD DATA AND NUMERICAL MODELS Nicolas Bellahsen and Patricia E. Fiore Department of Geological and Environmental Sciences, Stanford University, Stanford, CA 94305 e-mail: [email protected] be explained by this deformed basement cover interface Abstract and does not require that the underlying fault to be listric. In his kinematic model of a basement involved We study the vertical, compression parallel joint compressive structure, Narr (1994) assumes that the set that formed at Sheep Mountain Anticline during the basement can undergo significant deformations. Casas early Laramide orogeny, prior to the associated folding et al. (2003), in their analysis of field data, show that a event. Field data indicate that this joint set has a basement thrust sheet can undergo a significant heterogeneous distribution over the fold. It is much less penetrative deformation, as it passes over a flat-ramp numerous in the forelimb than in the hinge and geometry (fault-bend fold). Bump (2003) also discussed backlimb, and in fact is absent in many of the forelimb how, in several cases, the basement rocks must be field measurement sites. Using 3D elastic numerical deformed by the fault-propagation fold process. models, we show that early slip along an underlying It is noteworthy that basement deformation often is thrust fault would have locally perturbed the neglected in kinematic (Erslev, 1991; McConnell, surrounding stress field, inducing a compression that 1994), analogue (Sanford, 1959; Friedman et al., 1980), would inhibit joint formation above the fault tip. and numerical models. This can be attributed partially Relating the absence of joints in the forelimb to this to the fact that an understanding of how internal stress perturbation, we are able to constrain the deformation is delocalized in the basement is lacking. -
Structural Geology
2 STRUCTURAL GEOLOGY Conventional Map A map is a proportionate representation of an area/structure. The study of maps is known as cartography and the experts are known as cartographers. The maps were first prepared by people of Sumerian civilization by using clay lens. The characteristic elements of a map are scale (ratio of map distance to field distance and can be represented in three ways—statement method, e.g., 1 cm = 0.5 km, representative fraction method, e.g., 1:50,000 and graphical method in the form of a figure), direction, symbol and colour. On the basis of scale, maps are of two types: large-scale map (map gives more information pertaining to a smaller area, e.g., village map: 1:3956) and small: scale map (map gives less information pertaining to a larger area, e.g., world atlas: 1:100 km). Topographic Maps / Toposheet A toposheet is a map representing topography of an area. It is prepared by the Survey of India, Dehradun. Here, a three-dimensional feature is represented on a two-dimensional map and the information is mainly represented by contours. The contours/isohypses are lines connecting points of same elevation with respect to mean sea level (msl). The index contours are the contours representing 100’s/multiples of 100’s drawn with thick lines. The contour interval is usually 20 m. The contours never intersect each other and are not parallel. The characteristic elements of a toposheet are scale, colour, symbol and direction. The various layers which can be prepared from a toposheet are structural elements like fault and lineaments, cropping pattern, land use/land cover, groundwater abstruction structures, drainage density, drainage divide, elongation ratio, circularity ratio, drainage frequency, natural vegetation, rock types, landform units, infrastructural facilities, drainage and waterbodies, drainage number, drainage pattern, drainage length, relief/slope, stream order, sinuosity index and infiltration number. -
Shear Zone-Related Folds
Journal of Structural Geology 27 (2005) 1229–1251 www.elsevier.com/locate/jsg Shear zone-related folds Jordi Carreras, Elena Druguet*, Albert Griera Departament de Geologia, Universitat Auto`noma de Barcelona, 08193 Bellaterra, Spain Received 18 April 2003; received in revised form 27 February 2004; accepted 14 June 2004 Available online 30 November 2004 Abstract Folds in ductile shear zones are common structures that have a variety of origins. These can be pre-existing folds that become modified or folds developed during the shearing event. Among the syn-shearing folds, a second subdivision is based on the relative age of the folded surface, which can be pre-existing or newly formed during the shearing event. In each of the three categories final fold geometry and orientation show complex relationships with the kinematic frame. The final fold geometry depends on the vorticity within the shear zone, the rheology and the initial orientation of the folded surface relative to the kinematic framework. It follows that folds are complex structures, difficult to use as kinematic indicators. However, in shear zones where undeformed wall rocks with pre-shear structures are accessible and where kinematics can be well established, folds can provide a valuable natural means to understand the initiation and evolution of structures under non-coaxial regimes. We point to the need of discriminating among different plausible categories, based on the nature of the folded surface and on the inherent structural features of each category. q 2004 Elsevier Ltd. All rights reserved. Keywords: Fold; Shear zone; Geometry; Kinematics; Cap de Creus 1. Introduction final geometry, symmetry and orientation of a shear-related fold are influenced by many variables other than the shear Folds are common structures in many ductile shear sense.