Lithologic Descriptions and Geophysical Logs of Coreholes in the Valley Coal Fields, Bland, Botetourt, Montgomery, Pulaski, Smyth, and Wythe Counties, Virginia

Total Page:16

File Type:pdf, Size:1020Kb

Lithologic Descriptions and Geophysical Logs of Coreholes in the Valley Coal Fields, Bland, Botetourt, Montgomery, Pulaski, Smyth, and Wythe Counties, Virginia UNITED STATES DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY TEST DRILLING FOR COAL IN 1982-83 IN THE JEFFERSON NATIONAL FOREST, VIRGINIA Part 3: Lithologic descriptions and geophysical logs of coreholes in the Valley coal fields, Bland, Botetourt, Montgomery, Pulaski, Smyth, and Wythe Counties, Virginia By Kenneth J. Englund, John C. Weber, Roger E. Thomas, and John F. Windolph, Jr. U.S. Geological Survey and James W. Dryden U.S. Bureau of Land Management Open-File Report 83-637 1983 This report is preliminary and has not been reviewed for conformity with U.S. Geological Survey editorial standards or stratigraphic nomenclature CONTENTS Page Introduction .......................................................... 1 Location ............................................................. 1 Previous investigations................................................ 4 Present investigations ................................................ 4 Acknowledgements ...................................................... 4 Stratigraphy .......................................................... 15 Pre-Mississippian Paleozoic rocks, undivided ..................... 15 Price Formation .................................................. 15 Maccrady Shale ................................................... 17 Structural setting .................................................... 17 Lithologic descriptions and geophysical logs .......................... 17 Corehole V-l ..................................................... 18 Corehole V-2 ..................................................... 77 Corehole V-3 ..................................................... 95 Corehole V-4 ..................................................... 125 Corehole V-5 ..................................................... 152 Corehole V-5B (redrill) .......................................... 168 Corehole V-6 ..................................................... 177 Corehole V-6B (redrill) .......................................... 203 Corehole V-7 ..................................................... 215 Corehole V-8 ..................................................... 230 References ............................................................ 249 ILLUSTRATIONS Page Figure 1. Index map of coal fields in southwes ^ern Virginia .......... 2 2. Location of coreholes in the Valley fi^-al^TolHc*. ^ 3. Location of coreholes V-l and V-8 . ........................ 5 4. ........................ 6 5. Location of corehole V-3 ........... ........................ 7 6. ........................ 8 7. Location of coreholes V-5 and V-5B ( redrill) ............... 9 8. Location of coreholes V-6 and V-6B ( redrill) ............... 10 9. Location of corehole V-7 ........... ........................ 11 10. Generalized section of the Maccrady Shale and coal- bearing Price Formation ........... 1 2 11. Correlation and drilled intervals of coreholes in the ........................ 13 12. ........................ 14 TABLES Table 1. T ........................ 16 ii TEST DRILLING FOR COAL IN 1982-83 IN THE JEFFERSON NATIONAL FOREST, VIRGINIA Part 3: Lithologic descriptions and geophysical logs of coreholes in the Valley coal fields, Bland, Botetourt, Montgomery, Pulaski, Siayth, and Wythe Counties, Virginia Kenneth J. Englund, John C. Weber, Roger E. Thomas, and John F. Windolph, Jr. U.S. Geological Survey and James W. Dryden, U.S. Bureau of Land Management Introduction Coreholes were drilled at 21 sites in the Jefferson National Forest of southwestern Virginia for the U.S. Bureau of Land Management. Drilling was in progress from October, 1982 to February, 1983 to determine the general distribution, thickness, and quality of potentially minable coal on Federal mineral properties in the southwestern Virginia and Valley coal fields (fig. 1). The results of drilling in the southwestern Virginia coal field are presented in Parts 1 (Englund and others, 1983) and 2 (Simon and Englund, 1983a) of this program. The results of drilling in the Valley coal fields are presented in Part 3 (this report) which includes descriptive lithologic data, correlations, and geophysical logs and in Part 4 which includes the analyses of the coal cores (Simon and Englund, 1983b). Coreholes were drilled at eight widely spaced sites in the Valley coal fields along two discontinuous outcrop belts of the coal-bearing Price Formation of Early Mississippian age. Partial redrills were made at three of these sites in attempts to recover additional coal from beds with significant core loss. Location Federal mineral properties in the Valley coal fields are located principally in two discontinuous northeast-trending belts: (1) along Brush Mountain in Montgomery and Pulaski Counties and Brushy Mountain in Wythe County with a northeast extension along North Mountain in Botetourt County and a southeasterly extension along Caseknife and Brushy Ridges in Pulaski and Wythe Counties and (2) along Brushy and Little Brushy Mountains in Bland and Siayth Counties (fig. 2). Within these belts, the locations and depths 78° 38° 82' SOUTHWESTERN VIRGINIA COAL FIELD 83* VALLEY COAL FIELDS 60 0 BO MILES ' 60 6 60 KILOMETERS Figure 1. Index map of coal fields in southwestern Virginia .' OTETOimr COUNTY I XPLAHATION 0*l«>HI*. V. Giti.kl. V*. MtO«»l«o Mill. V«. C'*ck.ll, V.. Ch.lhxn HIM.'Vi \\ » x-* TAIEWELL COUNTY BLAND COUNTY I* JO'00" «' 2J 30" *)i"_iy*nr 0000 rg A 0 6 Mill* 0 6 Kilometer* WYTHf COUNTY SCALE ft' II" 17 30" II'JOOO1' «I'2J30" \ If ISW ll'OT'JO- \ SUYTM COUNTY Figure 2 . Location of coreholes in the Valley coal fields. Stippled pattern indicates approximate areas of Federal mineral ownership in proximity of drill sites. of coreholes were chosen to test the coal-bearing Price Formation. Site selection was also based on readily available acctess and proximity to a source of drilling water. Previous investigations The coal-bearing strata of the Valley coal ields were assigned to the Price Formation by Campbell (1894, p. 77). In a later report, Campbell (1925) mapped the Price Formation and described the gen ral geology, geologic struc- ture, and economic geology of coal field areas, Regional geologic investiga- tions by Butts (1933, 1940) and Cooper (1961) al o included maps and descrip- tions of the Price Formation. The most recent r jports dealing with the Price Formation include geologic mapping (Bartho omew and Loury, 1979) and a coal-bed methane evaluation (Stanley and Schultz 1983) in the Blacksburg, Virginia area. Present investigations This core drilling program in the Jefferson National Forest was initiated and funded by the U.S. Bureau of Land Management and implemented by the U.S. Geological Survey (USGS). The drilling was cont acted to Joy Manufacturing Company of LaPorte, Indiana by the USGS and the ;eophysical logging was sub- contracted to Riley, Mannon, and Sturgeon, Ltd. f Huntington, West Virginia, USGS field personnel were on-site during the dri ling to measure, describe, and box the core and to sample the coal cores; X ray radiographs were used to identify partings in the coal cores prior to ana ysis. The locations of coreholes and the generalized geology in the vie nity of the drill sites are shown in Figures 3 to 9. A generalized geologic section of the Price Formation and the Maccrady Shale is indicated in Figure 10 and the correlation and drilled interval of each corehole are shown in F gure 11. An explanation for figures 3 to 9 is presented in Figure 12. Upon ompletion of the core drilling and geophysical logging, the coreholes were cemented and the sites were restored and seeded by the drilling contrac or. Acknowledgements The cooperation of U.S. Forest Service pers nnel in the Jefferson National Forest is gratefully acknowledged. Special than] cs are due to W.D. Blackburn, J.F. Mclntyre, and D. Polick for their aid in th selection, preparation, and restoration of drill sites. The writers also wi h to thank their associates in the USGS for assistance during the drilling p ogram, especially: J.Q. Maberry, J.M. Back, and P.C. Lyons for describin and sampling drill core, P.L. Johnson for aid in formating core descriptions and R.W. Stanton and T.A. Moore for preparing X-ray radiographs of coal co es. Also, sincere apprecia- tion is extended to private and corporate landowiers for information and access provided to the drill sites. 80° 0 1 '00' 79° 59'00' 37° 30'00* 37° SO'OO' TOURT COUNTY 37° 28*00' 37° 28'00' 80° 01*00' 79° 59*00' Figure 3. Location of coreholes V-l and V-8. See Figure 12 for explanation. 80° 20*00* 80° 18'00' 37° 19'30' 37° 19'30' MONTGOMERY 37° 17*30' 37° 17'30' 80° 20*00' 80° 1 8*00' Figure 4. Location of corehole V-2. See Figure 12 for explanation 80° 52'30* 80° 50'30* 37° 02'00' 37° 02'00 ,. -- CO 27.0V-3/T PULASKICOUNT i i i i 0.5 Kilometer 37' OO'OO 1 80° 52*30 80° 50'30* Figure 5. Location of corehole V-3. See Figure 12 for explanation. 8 1 ° 3 1 '30' 8 1 ° 29'30' 37° OO'OO' 37° OO'OO' SMYTH COUNTY 0.5 Mile 1 1 L I 36' 58*00* 36° 58'00' 81° 31*30' 81° 29*30' Figure 6. Location of corehole V-4. See Fijjure 12 for explanation. 8 1° 25*00* 8 1 ° 23'00* 37° 0 TOO* 37° 0 TOO 1 0 0.5 Mile I I i i BLAND COUNTY 36° 59'00* 36° 59*00' 81° 25*00* 81° 23'00* Figure 7. Location of coreholes V-5 and V-5B (rcdrHl) 12 for explanation. 8 1° 14'30" 81° 12'30* 36° 59*00* 36° 59'00' .o WYTHE COUNTY Mp 36° 57*00' 36° 57*00' 8 1° 14*30* 81° 12*30' Figure 8. Location of coreholea V-6 and VH6B (redrill). See Figure 12 for explanation. 10 8 1% 1 7'00' 81° 15'00* 36° 59'30* 36° 5 9'30' WYTHE COUNTY 0 0.5 Mile i i II i I T I I I i 0 0.5 Kilometer 36° 57*30* 36° 57'30' 81° 17'00' Figure ?. Location of corehole V-7. See Figure 12 for explanation. 11 OQc H fP MISSISSIPPIAN SYSTEM LOWER MISSISSIPPIAN SERIES coal-bearingPriceFor Generalizedsectionof MACCRADY PRICE FORMATION SHALE 2 i LITHOLOGY rt ;;- ! :: i H- fl> Merrimac coal zone ZONE Marine zones Langhorne coal zone O O H 1 ^-J p o 'o^ 5o3» p- i i « i i i i i j i THICKNESS OF ^ COAL IN INCHES C/3 & f" H THICKNESS fD 1654- IN FEET fU 1075-h 0ex- EXPLANATION I MV-I M M*trlm«c C««l Zone L LingKorn* Co«l Z«n* «> M«/ln* Fo»»M Zone CAMBRIAN ELBHOOK FORMATION (7) Merrimac Coal Zooq______(DATUM) \ co CO 03 SCALE Marine Foitll Zon»» 10 Kilometer* Figure 11.
Recommended publications
  • Best Practices for Shale Core Handling: Transportation, Sampling and Storage for Conduction of Analyses
    Journal of Marine Science and Engineering Review Best Practices for Shale Core Handling: Transportation, Sampling and Storage for Conduction of Analyses Sudeshna Basu 1,2,*, Adrian Jones 1 and Pedram Mahzari 1 1 Department of Earth Sciences, University College London, London WC1E 6BS, UK; [email protected] (A.J.); [email protected] (P.M.) 2 Department of Chemical Engineering, University College London, London WC1E 7JE, UK * Correspondence: [email protected] Received: 9 January 2020; Accepted: 12 February 2020; Published: 20 February 2020 Abstract: Drill core shale samples are critical for palaeoenvironmental studies and potential hydrocarbon reservoirs. They need to be preserved carefully to maximise their retention of reservoir condition properties. However, they are susceptible to alteration due to cooling and depressurisation during retrieval to the surface, resulting in volume expansion and formation of desiccation and micro fractures. This leads to inconsistent measurements of different critical attributes, such as porosity and permeability. Best practices for core handling start during retrieval while extracting from the barrel, followed by correct procedures for transportation and storage. Appropriate preservation measures should be adopted depending on the objectives of the scientific investigation and core coherency, with respect to consolidation and weathering. It is particularly desirable to maintain a constant temperature of 1 to 4 ◦C and a consistent relative humidity of >75% to minimise any micro fracturing and internal moisture movement in the core. While core re-sampling, it should be ensured that there is no further core compaction, especially while using a hand corer. Keywords: shale; drill core instability; micro fracture; clay minerals 1.
    [Show full text]
  • Stress and Fluid Control on De Collement Within Competent Limestone
    Journal of Structural Geology 22 (2000) 349±371 www.elsevier.nl/locate/jstrugeo Stress and ¯uid control on de collement within competent limestone Antonio Teixell a,*, David W. Durney b, Maria-Luisa Arboleya a aDepartament de Geologia, Universitat AutoÁnoma de Barcelona, 08193 Bellaterra, Spain bDepartment of Earth and Planetary Sciences, Macquarie University, Sydney, NSW 2109, Australia Received 5 October 1998; accepted 23 September 1999 Abstract The Larra thrust of the Pyrenees is a bedding-parallel de collement located within a competent limestone unit. It forms the ¯oor of a thrust system of hectometric-scale imbrications developed beneath a synorogenic basin. The fault rock at the de collement is a dense stack of mainly bedding-parallel calcite veins with variable internal deformation by twinning and recrystallization. Veins developed as extension fractures parallel to a horizontal maximum compressive stress, cemented by cavity-type crystals. Conditions during vein formation are interpreted in terms of a compressional model where crack-arrays develop at applied stresses approaching the shear strength of the rock and at ¯uid pressures equal to or less than the overburden pressure. The cracks developed in response to high dierential stress, which was channelled in the strong limestone, and high ¯uid pressure in or below the thrust plane. Ductile deformation, although conspicuous, cannot account for the kilometric displacement of the thrust, which was mostly accommodated by slip on water sills constituted by open cracks. A model of cyclic dierential brittle contraction, stress reorientation, slip and ductile relaxation at a rheological step in the limestone is proposed as a mechanism for episodic de collement movement.
    [Show full text]
  • FISSILITY of MUDROCKS by ROY L. INGRAM ABSTRACT The
    BULLETIN OF THE GEOLOGICAL SOCIETY OF AMERICA VOL. 64. PP. 869-878, 1 FIG.. 1 PL. AUGUST 1953 FISSILITY OF MUDROCKS BY ROY L. INGRAM ABSTRACT The breaking characteristics of a mudrock can be represented on a triangular diagram with massive, flaky-fissile, and flaggy-fissile as end members. Fissility in shales is usually associated with a parallel arrange- ment of the micaceous clay particles and nonfissility with a random arrangement. Experiments and obser- vations indicate that the clay minerals attain a parallel arrangement by gravity settling or by flocculation and compaction, unless the particles are adsorbed on irregularly shaped sesquioxide or silica particles or grow randomly in a gel. The nature of the cementing agent determines whether a shale will be flaky or flaggy. If the cementing agent can hold the material in a large slab, the shale will be flaggy. If the amount or the tenacity of the cementing agent is small, the shale will be flaky. Cementing agents other than organic mat- ter tend to hinder cleavage parallel to the clay particles causing a decrease in fissility and an increase in massiveness. Moderate weathering increases the fissility of a shale. In general the type of fissility does not correlate with the type of clay minerals present in a random collection of mudrocks. CONTENTS TEXT Effect of organic matter 875 Page Effect of iron 875 Introduction 869 Effect of aluminum 876 Review of the literature 870 Effect of silica 876 Empirical classification of fissility 870 Post-depositional changes 876 Analyses and studies of mudrocks 871 Compaction 876 Color 871 Penecontemporaneous clay minerals 876 Mechanical analyses 871 Wave action 876 Carbonate Content 872 Weathering 876 Organic Content 872 Conclusions 877 Clay-mineral studies 872 References cited 877 Microscopic studies 873 Experimental reproduction of fissilities 874 ILLUSTRATIONS Gravity settling 874 Figure Page Flocculation 874 1.
    [Show full text]
  • Apostle Islands National Lakeshore Geologic Resources Inventory Report
    National Park Service U.S. Department of the Interior Natural Resource Stewardship and Science Apostle Islands National Lakeshore Geologic Resources Inventory Report Natural Resource Report NPS/NRSS/GRD/NRR—2015/972 ON THIS PAGE An opening in an ice-fringed sea cave reveals ice flows on Lake Superior. Photograph by Neil Howk (National Park Service) taken in winter 2008. ON THE COVER Wind and associated wave activity created a window in Devils Island Sandstone at Devils Island. Photograph by Trista L. Thornberry-Ehrlich (Colorado State University) taken in summer 2010. Apostle Islands National Lakeshore Geologic Resources Inventory Report Natural Resource Report NPS/NRSS/GRD/NRR—2015/972 Trista L. Thornberry-Ehrlich Colorado State University Research Associate National Park Service Geologic Resources Division Geologic Resources Inventory PO Box 25287 Denver, CO 80225 May 2015 U.S. Department of the Interior National Park Service Natural Resource Stewardship and Science Fort Collins, Colorado The National Park Service, Natural Resource Stewardship and Science office in Fort Collins, Colorado, publishes a range of reports that address natural resource topics. These reports are of interest and applicability to a broad audience in the National Park Service and others in natural resource management, including scientists, conservation and environmental constituencies, and the public. The Natural Resource Report Series is used to disseminate comprehensive information and analysis about natural resources and related topics concerning lands managed by the National Park Service. The series supports the advancement of science, informed decision-making, and the achievement of the National Park Service mission. The series also provides a forum for presenting more lengthy results that may not be accepted by publications with page limitations.
    [Show full text]
  • Structural Studies of the Ordovician Flysch and Melange in Albany County, New York
    University at Albany, State University of New York Scholars Archive Geology Theses and Dissertations Atmospheric and Environmental Sciences 1981 Structural Studies of the Ordovician Flysch and Melange in Albany County, New York Frederick W. Vollmer University at Albany, State University of New York Follow this and additional works at: https://scholarsarchive.library.albany.edu/cas_daes_geology_etd Part of the Geology Commons, Sedimentology Commons, Stratigraphy Commons, and the Tectonics and Structure Commons Recommended Citation Vollmer, Frederick W., "Structural Studies of the Ordovician Flysch and Melange in Albany County, New York" (1981). Geology Theses and Dissertations. 94. https://scholarsarchive.library.albany.edu/cas_daes_geology_etd/94 This Thesis is brought to you for free and open access by the Atmospheric and Environmental Sciences at Scholars Archive. It has been accepted for inclusion in Geology Theses and Dissertations by an authorized administrator of Scholars Archive. For more information, please contact [email protected]. 20 Figure 7. – Oriented graptolites and argillite chips on base of greywacke bed. Current flow was presumably parallel to the pencil. East side of Interstate 87, two miles north of New Baltimore Service Area, New Baltimore, N.Y. 23 Figure 8. – Olistostrome on east side of State Route 9J, south of Rensselaer, N.Y. Note large boulder of carbonate. 24 Figure 9. – Close up showing pebbly mudstone matrix of olistostrome in Figure 8. Note carbonate clasts. 28 Figure 10. – Channel fill structure in bedded greywacke, east side of Interstate 87, two miles north of New Baltimore Service Area, New Baltimore, N.Y. Hammer at lower right is approximately 40 centimeters long. 29 Figure 11.
    [Show full text]
  • Structural Geology Along Part of the Blackfoot Fault System Near Potomac Missoula County Montana
    University of Montana ScholarWorks at University of Montana Graduate Student Theses, Dissertations, & Professional Papers Graduate School 1987 Structural geology along part of the Blackfoot fault system near Potomac Missoula County Montana Michael B. Thomas The University of Montana Follow this and additional works at: https://scholarworks.umt.edu/etd Let us know how access to this document benefits ou.y Recommended Citation Thomas, Michael B., "Structural geology along part of the Blackfoot fault system near Potomac Missoula County Montana" (1987). Graduate Student Theses, Dissertations, & Professional Papers. 7524. https://scholarworks.umt.edu/etd/7524 This Thesis is brought to you for free and open access by the Graduate School at ScholarWorks at University of Montana. It has been accepted for inclusion in Graduate Student Theses, Dissertations, & Professional Papers by an authorized administrator of ScholarWorks at University of Montana. For more information, please contact [email protected]. COPYRIGHT ACT OF 1975 Th is is an unpublished manuscript in which copyright sub ­ s is t s . Any further r e p r in t in g of its contents must be approved BY THE AUTHOR. Mansfield Library U niversity of Montana D ate ; ____1 _______ Reproduced with permission of the copyright owner. Further reproduction prohibited without permission. Reproduced with permission of the copyright owner. Further reproduction prohibited without permission. STRUCTURAL GEOLOGY ALONG PART OF THE BLACKFOOT FAULT SYSTEM NEAR POTOMAC, MISSOULA COUNTY. MONTANA By Michael B. Thomas 8. S., Central Washington University, 1982 Presented in partial fulfillment of the requirements for the degree of Master of Science University of Montana 1987 Approved by Chairman, Board of Examiners DeSrT, Graduate SchoÏÏ Date Reproduced with permission of the copyright owner.
    [Show full text]
  • File for a Deltaic Sediment Is
    Post-depositional structural changes in clay sediments HURST, Christopher W Available from the Sheffield Hallam University Research Archive (SHURA) at: http://shura.shu.ac.uk/7029/ A Sheffield Hallam University thesis This thesis is protected by copyright which belongs to the author. The content must not be changed in any way or sold commercially in any format or medium without the formal permission of the author. When referring to this work, full bibliographic details including the author, title, awarding institution and date of the thesis must be given. Please visit http://shura.shu.ac.uk/7029/ and http://shura.shu.ac.uk/information.html for further details about copyright and re-use permissions. Sheffield City Polytechnic Library REFERENCE ONLY ProQuest Number: 10697153 All rights reserved INFORMATION TO ALL USERS The quality of this reproduction is dependent upon the quality of the copy submitted. In the unlikely event that the author did not send a com plete manuscript and there are missing pages, these will be noted. Also, if material had to be removed, a note will indicate the deletion. uest ProQuest 10697153 Published by ProQuest LLC(2017). Copyright of the Dissertation is held by the Author. All rights reserved. This work is protected against unauthorized copying under Title 17, United States C ode Microform Edition © ProQuest LLC. ProQuest LLC. 789 East Eisenhower Parkway P.O. Box 1346 Ann Arbor, Ml 48106- 1346 POST-DEPOSITIONAL STRUCTURAL CHANGES IN CLAY SEDIMENTS CHRISTOPHER W HURST BSc A thesis submitted to The Council for National Academic Awards in partial fulfilment of the requirements for the degree of Doctor of Philosophy Sponsoring Establishment SHEFFIELD CITY POLYTECHNIC Department of Civil Engineering Collaborating Establishment UNIVERSITY OF LEEDS September 1987 "Possibly many may think that the deposition and consolidation of fine-grained mud must be a very simple matter and the results of little interest.
    [Show full text]
  • Fort Bowie National Historic Site Geologic Resources Inventory Report
    National Park Service U.S. Department of the Interior Natural Resource Stewardship and Science Fort Bowie National Historic Site Geologic Resources Inventory Report Natural Resource Report NPS/NRSS/GRD/NRR—2011/443 ON THE COVER The ruins of the second Fort Bowie near the base of Bowie Peak. National Park Service photograph by Karen Gonzales. THIS PAGE The doorway of the cavalry barracks frames the American flag flying to the west. Note the local stones used in the construction of the building and the lime plaster used to cover the walls. National Park Service photograph. Photographs available online: http://www.nps.gov/fobo/ photosmultimedia/photogallery.htm Fort Bowie National Historic Site Geologic Resources Inventory Report Natural Resource Report NPS/NRSS/GRD/NRR—2011/443 National Park Service Geologic Resources Division PO Box 25287 Denver, CO 80225 September 2011 U.S. Department of the Interior National Park Service Natural Resource Stewardship and Science Fort Collins, Colorado The National Park Service, Natural Resource Stewardship and Science office in Fort Collins, Colorado publishes a range of reports that address natural resource topics of interest and applicability to a broad audience in the National Park Service and others in natural resource management, including scientists, conservation and environmental constituencies, and the public. The Natural Resource Report Series is used to disseminate high-priority, current natural resource management information with managerial application. The series targets a general, diverse audience, and may contain NPS policy considerations or address sensitive issues of management applicability. All manuscripts in the series receive the appropriate level of peer review to ensure that the information is scientifically credible, technically accurate, appropriately written for the intended audience, and designed and published in a professional manner.
    [Show full text]
  • Formation of Melange in Afore/And Basin Overthrust Setting: Example from the Taconic Orogen
    Printed in U.S.A. Geological Society of America Special Paper 198 1984 Formation of melange in afore/and basin overthrust setting: Example from the Taconic Orogen F. W. Vollmer* William Bosworth* Department of Geological Sciences State University of New York at Albany Albany, New York 12222 ABSTRACT The Taconic melanges of eastern New York developed through the progressive deformation of a synorogenic flysch sequence deposited within a N-S elongate foreland basin. This basin formed in front of the Taconic Allochthon as it was emplaced onto the North American continental shelf during the medial Ordovician Taconic Orogeny. The flysch was derived from, and was subsequently overridden by the allochthon, resulting in the formation of belts of tectonic melange. An east to west decrease in deformation intensity allows interpretation of the structural history of the melange and study of the flysch-melange transition. The formation of the melange involved: isoclinal folding, boudinage and disruption of graywacke-shale sequences due to ductility contrasts; sub­ aqueous slumping and deposition of olistoliths which were subsequently tectonized and incorporated into the melange; and imbrication of the overthrust and underthrust sedi­ mentary sections into the melange. The characteristic microstructure of the melange is a phacoidal conjugate-shear cleavage, which is intimately associated with high strains and bedding disruption. Rootless isoclines within the melange have apparently been rotated into an east-west shear direction, consistent with fault, fold, and cleavage orientations within the flysch. The melange zones are best modeled as zones of high shear strain developed during the emplacement of the Taconic Allochthon. Total displacement across these melange zones is estimated to be in excess of 60 kilometers.
    [Show full text]
  • Behaviour of Anisotropic Rocks Authors: M
    Behaviour of anisotropic rocks Authors: M. Sc. Mohamed Ismael, M. Sc. Lifu Chang & Prof. Dr.-Ing. habil. Heinz Konietzky (Geotechnical Institute, TU Bergakademie Freiberg) 1 Introduction ............................................................................................................. 2 2 Features causing rock anisotropy ........................................................................... 2 2.1 Primary structures ............................................................................................ 2 2.2 Secondary structures ........................................................................................ 4 2.3 Discontinuity frequency .................................................................................... 4 3 Observation and measurement of rock anisotropy ................................................. 5 3.1 Strength anisotropy .......................................................................................... 5 3.2 Stiffness anisotropy ........................................................................................ 11 3.3 Permeability anisotropy .................................................................................. 11 3.4 Seismic anisotropy ......................................................................................... 12 4 Classification of rock anisotropy ........................................................................... 13 4.1 Point load index .............................................................................................. 13 4.2
    [Show full text]
  • Structure, Petrophysics, and Diagenesis of Shale Entrained Along a Normal Fault Shale and Sand from the Host Rock to the Fault
    Structure, petrophysics, AUTHORS Peter Eichhubl Department of Geologi- and diagenesis of shale cal and Environmental Sciences, Stanford University, Stanford, California 94305; present entrained along a normal address: Department of Physical and Life Sci- ences, Texas A&M University–Corpus Christi, fault at Black Diamond Mines, 6300 Ocean Drive, Corpus Christi, Texas 78412; [email protected] California— Implications Peter Eichhubl received his M.S. degree at the University of Vienna, Austria, and his Ph.D. at the University of California, Santa Barbara. for fault seal After research positions at Stanford University and Monterey Bay Aquarium Research In- Peter Eichhubl, Peter S. D’Onfro, Atilla Aydin, stitute, he joined the faculty at Texas A&M John Waters, and Douglas K. McCarty University–Corpus Christi. His research inter- ests include the interaction of chemical mass transfer and brittle deformation, diagenesis, and fault and fracture mechanics. ABSTRACT Peter S. D’Onfro ConocoPhillips, P.O. The structure, texture, composition, and capillary-pressure resis- Box 2197, Houston, Texas 77252-2197; tancewereassessedforshaledeformedalonganormalfaultwith [email protected] 9 m (29 ft) of dip separation. Shale is entrained from a 1.6-m (5-ft)- Peter D’Onfro earned his B.S. and M.S. degrees thick source layer into the fault zone and attenuated to about 5 cm from Boston College. After a research posi- (2 in.). A quantitative analysis of shale mineral composition indi- tion at Los Alamos National Laboratories, he cates that little material is contributed to the fault rock from the joined Conoco in 1979 and then ConocoPhillips sandstone units that over- and underlie the shale source layer.
    [Show full text]
  • 5. Structural Terms Including Fault Rock Terms
    Towards a unified nomenclature of metamorphic petrology: 5. Structural terms including fault rock terms Recommendations by the IUGS Subcommission on the Systematics of Metamorphic Rocks. Web version of 30.11.04 Kate Brodie1, Douglas Fettes2, Ben Harte3 and Rolf Schmid4 1School of Earth, Atmospheric and Environmental Sciences, University of Manchester, Oxford Road, Manchester, United Kingdom 2British Geological Survey, Murchison House, West Mains Road, Edinburgh, United Kingdom 3Grant Institute of Geology, University of Edinburgh, Kings Buildings, Edinburgh, United Kingdom 4Institut für Mineralogie und Petrographie, ETH-Centre, CH-8092, Zürich, Switzerland INTRODUCTION The Subcommission for the nomenclature of Metamorphic Rocks (SCMR), aims to publish international recommendations on how metamorphic rocks and processes are to be defined and named, as was previously done for igneous rocks by the Subcommission on the Systematics of Igneous Rocks (Le Maitre, 1989, 2002). The principles used by the SCMR for defining and classifying metamorphic rocks are outlined in Schmid et al. (2004). A Study Group (SG), under the leadership of Dr Kate Brodie, was set up to look at nomenclature relating to structural terms. At an early stage a questionnaire was sent to around 60 structural geologists throughout the world, with a series of initial definitions. The response did much to guide the work of the SG and the SCMR in finalizing its recommendations. BACKGROUND Many of the definitions given below were adopted by the SCMR without difficulty; others gave rise to considerable debate. Problems arose for a variety of reasons, namely: the variable usage of terms across the geological community (for example, gneiss and schist); terms such as slate and cleavage proved difficult because there are no similar terms in many non-English speaking countries; equally, the difference between cleavage and schistosity and the use of texture and microstructure proved major sticking points.
    [Show full text]