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Strike and Dip Refer to the Orientation Or Attitude of a Geologic Feature. The
Name__________________________________ 89.325 – Geology for Engineers Faults, Folds, Outcrop Patterns and Geologic Maps I. Properties of Earth Materials When rocks are subjected to differential stress the resulting build-up in strain can cause deformation. Depending on the material properties the result can either be elastic deformation which can ultimately lead to the breaking of the rock material (faults) or ductile deformation which can lead to the development of folds. In this exercise we will look at the various types of deformation and how geologists use geologic maps to understand this deformation. II. Strike and Dip Strike and dip refer to the orientation or attitude of a geologic feature. The strike line of a bed, fault, or other planar feature, is a line representing the intersection of that feature with a horizontal plane. On a geologic map, this is represented with a short straight line segment oriented parallel to the strike line. Strike (or strike angle) can be given as either a quadrant compass bearing of the strike line (N25°E for example) or in terms of east or west of true north or south, a single three digit number representing the azimuth, where the lower number is usually given (where the example of N25°E would simply be 025), or the azimuth number followed by the degree sign (example of N25°E would be 025°). The dip gives the steepest angle of descent of a tilted bed or feature relative to a horizontal plane, and is given by the number (0°-90°) as well as a letter (N, S, E, W) with rough direction in which the bed is dipping. -
FM 5-410 Chapter 2
FM 5-410 CHAPTER 2 Structural Geology Structural geology describes the form, pat- secondary structural features. These secon- tern, origin, and internal structure of rock dary features include folds, faults, joints, and and soil masses. Tectonics, a closely related schistosity. These features can be identified field, deals with structural features on a and m appeal in the field through site inves- larger regional, continental, or global scale. tigation and from remote imagery. Figure 2-1, page 2-2, shows the major plates of the earth’s crust. These plates continually Section I. Structural Features undergo movement as shown by the arrows. in Sedimentary Rocks Figure 2-2, page 2-3, is a more detailed repre- sentation of plate tectonic theory. Molten material rises to the earth’s surface at BEDDING PLANES midoceanic ridges, forcing the oceanic plates Structural features are most readily recog- to diverge. These plates, in turn, collide with nized in the sedimentary rocks. They are adjacent plates, which may or may not be of normally deposited in more or less regular similar density. If the two colliding plates are horizontal layers that accumulate on top of of approximately equal density, the plates each other in an orderly sequence. Individual will crumple, forming mountain range along deposits within the sequence are separated the convergent zone. If, on the other hand, by planar contact surfaces called bedding one of the plates is more dense than the other, planes (see Figure 1-7, page 1-9). Bedding it will be subducted, or forced below, the planes are of great importance to military en- lighter plate, creating an oceanic trench along gineers. -
Paleozoic Rocks Antelope Valley Eureka and Nye Counties Nevada
:It k 'I! ' Paleozoic Rocks Antelope Valley Eureka and Nye Counties Nevada GEOLOGICAL SURVEY PROFESSIONAL PAPER 423 Paleozoic Rocks of Antelope Valley Eureka and Nye Counties Nevada By CHARLES W. MERRIAM GEOLOGICAL SURVEY PROFESSIONAL PAPER 423 P,rinciples of stratigraphy applied in descriptive study of the Central Great Basin Paleozoic column UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON : 1963 UNITED STATES DEPARTMENT OF THE INTERIOR STEWART L. UDALL, Secretary GEOLOGICAL SURVEY Thomas B. Nolan, Director For sale by the Superintendent of Documents, U.S. Government Printing Office Washington 25, D.C. CONTENTS Page Page Silurian system ____________________________________ _ Abstract------------------------------------------- 1 36 Introduction. _____________________________________ _ 2 General features-------------------------------- 36 Geologic setting ______________ ------ ___ --------- 2 Roberts Mountains formation ___________________ _ 37 History of investigation ________________________ _ 5 Lone Mountain dolomite ______ ---_-------------- 39 Purpose and scope _____________ -- ______ ------ --- 6 Devonian system ______________ ---- __ - _- ___ - _------- 41 Acknowledgments ______________________________ _ 6 General features _____________ - ___________ -_----- 41 Geologic structure as related to stratigraphy __________ _ 6 Western Helderberg age limestones of the Monitor Paleontologic studies ______ ..:. _______ ~ ________________ _ 9 · Range ______ - _.- ___ --------------------------- 42 The Paleozoic column at Antelope Valley -
Distribution of the Middle Ordovician Copenhagen Formation and Its Trilobites in Nevada
Distribution of the Middle Ordovician Copenhagen Formation and its Trilobites in Nevada GEOLOGICAL SURVEY PROFESSIONAL PAPER 749 Distribution of the Middle Ordovician Copenhagen Formation and its Trilobites in Nevada By REUBEN JAMES ROSS, JR., and FREDERICK C. SHAW GEOLOGICAL SURVEY PROFESSIONAL PAPER 749 Descriptions of Middle Ordovician trilobites belonging to 21 genera contribute to correlations between similar strata in Nevada) California) and 0 klahoma UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON 1972 UNITED STATES DEPARTMENT OF THE INTERIOR ROGERS C. B. lVIOR TON, Secretary GEOLOGICAL SURVEY V. E. McKelvey, Director Library of Congress catalog-card No. 78-190301 For sale by the Superintendent of Documents, U.S. Government Printing Office Washington, D.C. 20402 - Price 70 cents (paper cover) Stock Number 2401-2109 CONTENTS Page Page Abstract ______________________________ -------------------------------------------------- 1 Descriptions of trilobites __________________________________________________ _ 14 Introduction ________________________________________________________________________ _ 1 Genus T1·iarth1·us Green, 1832 .... ------------------------------ 14 Previous investigations _____________________________________________ _ 1 Genus Carrickia Tripp, 1965 ____________________________________ _ 14 Acknowledgments-------------------------------------------------------· 1 Genus Hypodicranotus Whittington, 1952 _____________ _ 15 Geographic occurrences of the Copenhagen Genus Robergia Wiman, 1905·---------------------------------- -
Paleozoic Geology of the Dobbin Summit-Clear Creek Area, Monitor
AN ABSTRACT OF THE THESIS OF DIANE CAROL WISE for the degree of MASTER OF SCIENCE in Geology presented on August 13, 1976 Title: PALEOZOIC GEOLOGY OF THE DOBBIN SUMMIT- CLEAR CREEK AREA, MONITOR RANGE, NYiE COUNTY, NEVADA Abstract approved: Redacted for Privacy son Paleozoic limestones, dolomites, quartz arenites, and other clastic rocks were mapped in the vicinity of Dobbin Summit and Clear Creek in the central Monitor Range. Sedimentary rock units present in this area represent the shallow-shelf eastern assemblage and basin and also the basin-slope facies of the traditional limestone- clastic assemblage. The four oldest, Ordovician, units were deposited in shallow shelf environments. The Lower Ordovician Goodwin Formation is composed of about 1200 feet of calcareous shales and thin-bedded limestones. The overlying Antelope Valley Limestone is about 500 feet thick and consists of wackestones, packstones, and rare algal grainstones.The Copenhagen Formation (135 feet thick) is the highest regressive deposit of sandstone, siltstone, and limestone below the transgressive Eureka Quartzite.The Eureka is a quartz arenite 181 feet thick, with an intercalated shallow marine dolomite member. The transition from shallow to deep water conditions can be seen in the change from algal boundstones to laminated lime mud- stones in the Hanson Creek Formation (190 feet thick).The super- jacent Roberts Mountains Formation (285 feet thick) is composed of lime mudstones and allodapic beds deposited in basinal, deep water conditions.During earliest Devonian -
Semester -3 Civil Engineering
CIVIL ENGINEERING SEMESTER -3 CIVIL ENGINEERING Year of MECHANICS OF CATEGORY L T P CREDIT CET201 Introduction SOLIDS PCC 3 1 0 4 2019 Preamble: Mechanics of solids is one of the foundation courses in the study of structural systems. The course provides the fundamental concepts of mechanics of deformable bodies and helps students to develop their analytical and problem solving skills. The course introduces students to the various internal effects induced in structural members as well as their deformations due to different types of loading. After this course students will be able to determine the stress, strain and deformation of loaded structural elements. Prerequisite: EST 100 Engineering Mechanics Course Outcomes: After the completion of the course the student will be able to Prescribed Course Description of Course Outcome Outcome learning level Recall the fundamental terms and theorems associated with CO1 Remembering mechanics of linear elastic deformable bodies. Explain the behavior and response of various structural CO2 Understanding elements under various loading conditions. Apply the principles of solid mechanics to calculate internal stresses/strains, stress resultants and strain energies in CO3 Applying structural elements subjected to axial/transverse loadsand bending/twisting moments. Choose appropriate principles or formula to find the elastic CO4 constants of materials making use of the information Applying available. Perform stress transformations, identify principal planes/ CO5 stresses and maximum shear stress at a point -
The Mylonite Issue 16 November 2008
INSIDE • News from the Chair • Special Announcements • Faculty • Alumni The Newsletter of the Geological Sciences Dept. Calif. State Polytechnic University Pomona, Calif. The Mylonite Issue 16 November 2008 NEWS FROM THE CHAIR NOTE FROM THE CHAIR 2008 Spending was severely curtailed. The Mylonite Once again, greetings to each and every one of was one of those “non-essential” items. It was only you! This will be the last letter I write to you all as Chair through collective Department persistence, the immense of the Geological Sciences Department. It is time for a help of Ms. Mary Jo Gruca, the College’s Development change in leadership, new ideas and new approaches. I Director, and the University’s Office of Advancement will end my tenure as Chair at the commencement of the were we able to send the Mylonite out to all of you. It spring quarter of 2009. At that time, Dr. Jon Nourse will was no easy task. take over the responsibilities. It has been a true pleasure All faculty searches within the College of and a privilege to have served you all for so long. Science were cancelled. Geology had already begun Reflecting back on this past year, there is no doubt it was advertising and was receiving applications when our my most difficult year as Chair. The report below is far search for a Sedimentary Geologist was ended. As of from up beat and only peripherally related to my this writing, the Sedimentary Geology position remains stepping down as chair. vacant and there is no faculty search underway. -
Catenipora Heintzi from Ringerike, Oslo Region
Computer-aided study of growth pattems in tabulate corals, exemplified by Catenipora heintzi from Ringerike, Oslo Region ØYVIND HAMMER Hammer, Ø. Computer-aided study of growth pattems in tabulate corals, exemplified by Catenipora heintzi from Ringerike, Oslo Region. Norsk Geologisk Tidsskrift, Vol. 79, pp. 219-226. Oslo 1999. ISSN 0029-196X. A detailed study of a fragment of a colony of tbe halysitid tabulate coral Catenipora heintzi from tbe Norwegian Wenlock is . presented. The specimen was collected from tbe Braksøya Formation near Nes, Ringerike. Closely spaced (O.l mm) senal sectlons . document astogenetical events and trends, including lateral and interstitial increase, branching, damage and regeneratlon, and lateral growth of individual corallites. Among tbese events, two previously undescribed phenom�na are observed: conn�tlon to � . neigbbouring rank as a result of interstitial increase, and competition between polyps leadmg to atroph�. The studted spectmen ts discussed in tbe light of tbe tbeories for halysitid astogeny. This indicates tbe existence of rank branching, tbe prefe�ence for increase from tbe youngest corallite in a rank, an exclusive ability of new corallites to fuse witb otber ranks,regulation of lacuna size, occasional sediment smotbering and possibly an annua! periodicity in frequency of increase. Øyvind Hammer, Paleontological Museum, University of Oslo, Sars gt. l, 0562, Oslo, Norway Introduction of authors (Buehler 1955; Hamada 1959; Stasinska 1967, 1980; Lee & Noble 1990; Lee & Elias 1991; Hubmann The Ordovician and Silurian halysitids belong to the 1996; Hammer 1998). A new colony is firstinitiated by the tabulate corals. The alternative hypothesis of sponge settlement of a planula larva on the substrate. -
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. -
USBR Engineering Geology Field Manual Volume 1 Chapter 6
Chapter 6 GEOLOGIC MAPPING AND DOCUMENTATION Geologic mapping is defined as the examination of natural and manmade exposures of rock or uncon- solidated materials, the systematic recording of geologic data from these exposures, and the analysis and inter- pretation of these data in two- or three-dimensional format (maps, cross sections, and perspective [block] diagrams). The maps and cross sections generated from these data: (1) serve as a record of the location of factual data; (2) present a graphic picture of the conceptual model of the study area based on the available factual data; and (3) serve as tools for solving three-dimensional problems related to the design, construction, and/or maintenance of engineered structures or site characteri- zation. This chapter presents guidelines for the collection and documentation of surface and subsurface geologic field data for use in the design, specifications, construc-tion, or maintenance of engineered structures and site characterization studies. Responsibilities of the Engineering Geologist An engineering geologist defines, evaluates, and docu- ments site-specific geologic conditions relating to the design, construction, maintenance, and remediation of engineered structures or other sites. This responsibility also may include more regionally based geologic studies, such as materials investigations or regional reconnais- sance mapping. An engineering geologist engaged in geologic mapping is responsible for: • Recognizing the key geologic conditions in a study area that will or could significantly affect hazardous and toxic waste sites or a proposed or existing structure; FIELD MANUAL • Integrating all the available, pertinent geologic data into a rational, interpretive, three-dimensional conceptual model of the study area and presenting this conceptual model to design and construction engineers, other geologists, hydrologists, site managers, and contractors in a form that can be understood. -
The Stratigraphic Section in the Vicinity of Eureka, Nevada
The Stratigraphic Section in the Vicinity of Eureka, Nevada GEOLOGICAL SURVEY PROFESSIONAL PAPER 276 The Stratigraphic Section in the Vicinity of Eureka, Nevada By T. B. NOLAN, C. W. MERRIAM, and J. S. WILLIAMS GEOLOGICAL SURVEY PROFESSIONAL PAPER 276 Revision of the pre- Tertiary stratigraphy of east-central Nevada UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON : 1956 UNITED STATES DEPARTMENT OF THE INTERIOR Douglas McKay, Secretary GEOLOGICAL SURVEY W. E. Wrather, Director For sale by the Superintendent of Documents, U. S. Government Printing Office Washington 25, D. C. - Price $1.00 (paper cover) CONTENTS Page Page Abstract_ _____________________ 1 Silurian system.___________________________ 36 Introduction. _--___-______--___- 2 Roberts Mountains formation.__________ 36 Acknowledgments- --.-_---___-_-. 3 Lone Mountain dolomite__________... 37 Structural setting._______________ 3 Devonian system.__________-_-_-__--_____. 40 Economic significance. _-__._. 5 Nevada formation_________--______--. 40 Cambrian system.________________ 5 Beacon Peak dolomite member. 42 Prospect Mountain quartzite.. 6 Oxyoke Canyon sandstone member... 43 Pioche shale_______--_-_-_.__. 7 Sentinel Mountain dolomite member. 43 Eldorado dolomite___________ 9 Woodpecker limestone member. 44 Geddes limestone.___________ 11 Bay State dolomite member.--...--. 45 Secret Canyon shale._________ 12 Devils Gate limestone._________________ 48 Lower shale member. .... 13 Meister member.__________________ 49 Hayes Canyon member.____________ 49 Clarks Spring member.._ 14 Devonian and Mississippian systems. ________ 52 Hamburg dolomite.___-_.____ 16 Pilot shale________-__-_-___--__---_-_. 52 Dunderberg shale.___________ 18 Carboniferous systems_.____-__-______-__- 54 Windfall formation.__________ 19 Mississippian system._________--,___-_- 54 Catlin member._________ 20 Joana limestone,___________________ 54 Bullwhacker member. -
Computer-Based Data Acquisition and Visualization Systems in Field Geology
Computer-based data acquisition and visualization systems in fi eld geology: Results from 12 years of experimentation and future potential Terry L. Pavlis, Richard Langford, Jose Hurtado, and Laura Serpa Department of Geological Sciences, University of Texas at El Paso, El Paso, Texas 79968, USA ABSTRACT attributing is limited to critical information tem (GPS) receivers, digital cameras, recording with all objects carrying a special “note” fi eld compass inclinometers, compass-inclinometer Paper-based geologic mapping is now for input of nonstandard information. We devices that log data and position, and laser archaic, and it is essential that geologists suggest that when fi eld GIS systems become rangefi nders allow us to do things that were transition out of paper-based fi eld work and the norm, fi eld geology should enjoy a revo- impossible only a decade ago. This technology embrace new fi eld geographic information lution both in the attitude of the fi eld geolo- allows new approaches to obtaining, organizing, system (GIS) technology. Based on ~12 yr gist toward his or her data and the ability to and distributing data in all fi eld sciences. This of experience with using handheld comput- address problems using the fi eld information. technology will undoubtedly lead to major new ers and a variety of fi eld GIS software, we However, fi eld geologists will need to adjust advances in fi eld geology, and hopefully revital- have developed a working model for using to the changing technology, and many long- ize this foundation of the geosciences. fi eld GIS systems. Currently this system uses established fi eld paradigms should be reeval- In this paper we explore this issue of changing software products from ESRI (Environmen- uated.