Structural and Diagenetic Control of Fluid Migration and Cementation Along the Moab Fault, Utah
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Calcite Cementation of Sixty-Five-Year-Old Aragonite Sand Dredge Pile
University of Mississippi eGrove Electronic Theses and Dissertations Graduate School 2011 Calcite Cementation of Sixty-Five-Year-Old Aragonite Sand Dredge Pile Nathan M. Snyder Follow this and additional works at: https://egrove.olemiss.edu/etd Part of the Geology Commons Recommended Citation Snyder, Nathan M., "Calcite Cementation of Sixty-Five-Year-Old Aragonite Sand Dredge Pile" (2011). Electronic Theses and Dissertations. 269. https://egrove.olemiss.edu/etd/269 This Dissertation is brought to you for free and open access by the Graduate School at eGrove. It has been accepted for inclusion in Electronic Theses and Dissertations by an authorized administrator of eGrove. For more information, please contact [email protected]. CALCITE CEMENTATION OF SIXTY-FIVE-YEAR-OLD ARAGONITE SAND DREDGE PILE A Thesis presented in partial fulfillment of requirements for the degree of Master of Science in the Department of Geology and Geological Engineering The University of Mississippi by NATHANIAL M. SNYDER May 2011 Copyright Nathanial M. Snyder ALL RIGHTS RESERVED ABSTRACT Dredging of the harbor at Stocking Island, Bahamas (23°31’45”N, 75°49’41”W) in 1942 produced four dredge piles of cross-bedded aragonite skeletal sand. The spoils piles are on the leeward (western) shore of the island, where they are subject to minimal wave energy. Collectively they are 350 x 50 m in plan view and 2 m high. The surface is very well cemented, which requires a hammer and chisel for sampling. Samples were collected from six sites at various locations of the dredge pile. Samples were analyzed for both chemical and physical properties using thin-section examination, X-ray diffraction, X-ray fluorescence, bulk density measurements, isotopic analyses, and scanning electron microscopy. -
Hydrogeology of Wales
Hydrogeology of Wales N S Robins and J Davies Contributors D A Jones, Natural Resources Wales and G Farr, British Geological Survey This report was compiled from articles published in Earthwise on 11 February 2016 http://earthwise.bgs.ac.uk/index.php/Category:Hydrogeology_of_Wales BRITISH GEOLOGICAL SURVEY The National Grid and other Ordnance Survey data © Crown Copyright and database rights 2015. Hydrogeology of Wales Ordnance Survey Licence No. 100021290 EUL. N S Robins and J Davies Bibliographical reference Contributors ROBINS N S, DAVIES, J. 2015. D A Jones, Natural Rsources Wales and Hydrogeology of Wales. British G Farr, British Geological Survey Geological Survey Copyright in materials derived from the British Geological Survey’s work is owned by the Natural Environment Research Council (NERC) and/or the authority that commissioned the work. You may not copy or adapt this publication without first obtaining permission. Contact the BGS Intellectual Property Rights Section, British Geological Survey, Keyworth, e-mail [email protected]. You may quote extracts of a reasonable length without prior permission, provided a full acknowledgement is given of the source of the extract. Maps and diagrams in this book use topography based on Ordnance Survey mapping. Cover photo: Llandberis Slate Quarry, P802416 © NERC 2015. All rights reserved KEYWORTH, NOTTINGHAM BRITISH GEOLOGICAL SURVEY 2015 BRITISH GEOLOGICAL SURVEY The full range of our publications is available from BGS British Geological Survey offices shops at Nottingham, Edinburgh, London and Cardiff (Welsh publications only) see contact details below or BGS Central Enquiries Desk shop online at www.geologyshop.com Tel 0115 936 3143 Fax 0115 936 3276 email [email protected] The London Information Office also maintains a reference collection of BGS publications, including Environmental Science Centre, Keyworth, maps, for consultation. -
Strength Developed from Carbonate Cementation in Silica-Carbonate Base Course Materials
24 TRANSPORTATION RESEARCH RECORD 1190 Strength Developed from Carbonate Cementation in Silica-Carbonate Base Course Materials ROBIN E. GRAVES, JAMES L. EADES, AND LARRY L. SMITH Strength increases resulting Crom carbonate cementalion in are depleted, new sources must be found to accommodate compacted sands and cemented coquina highway base course the transportation needs of the state's rapidly expanding materials or variable quartz-calcite composition were investi population. Materials obtained from the newer quarries gated lhrough the use of limerock-bearing-ratio (LBR) le ting. often have a different mineralogical composition because Q uart~ and calcite sands were mixed in various proportion , of the great variability of geologic conditions affecting their compacted into LBR mold , oaked for time periods from 2 deposition. days up to 60 days, and tested to determine stt·ength increase with time. For comparison, cemented coquina highway base This has been the case with cemented coquina base course course materials of variable quartz-calcite composition were materials in Florida (3). Currently mined cemented coquina also compacted soaked, and tested. Jn addition duplicate sets contains abundant quartz sand, often resulting in carbon or specimens were te tcd that had 1 percent Ca(OH}i, (hydrated ate compositions below the 50 percent required by FDOT. lime) mixed with the dry materials before compacting and The quartz occurs in two forms. Some is incorporated into soaking. This was done to provide a om·ce of' CaH ions for cemented limestone rock, but most exists as unconsoli formation of additional calcium carbonate cement. Re ul~ of the LBR testing program showed that more strength developed dated quartz sand. -
Geometry of Calcite Cemented Zones in Shallow Marine Sandstones
'’W 4 PROFIT RF-^/w 1990-1994 PROJECT SUMMARY REPORTS RESERVOIR CHARACTERIZATION NEAR WELL FLOW Program for Research On Field Oriented Improved Recovery Technology oismsunoN of ihb documeot is iwumiteo % Edited by: Jem Olsen, Snorre Olaussen, Trond B. Jensen, Geir Helge Landa, Leif Hinderaker Norwegian Petroleum Directorate Stavanger 1995 DISCLAIMER Portions of this document may be illegible in electronic image products. Images are produced from the best available original document PROFIT - RESERVOIR CHARACTERIZATION Geometry of calcite cemented zones in shallow marine sandstones Olav Walderhaug, Edward Prestholm and Ingrid E.L0xnevad Rogaland Research, Stavanger Abstract thought to belong to concretions. The difference between the geometry of calcite Calcite cementation in the Jurassic shallow cementation in the Ula Formation and in the marine sandstones of the Bearreraig Formation, Bridport Sands is thought to be due to a the Valtos Formation, the Bridport Sands and relatively uniform rate of siliciclastic deposition the Bencliff Grit occurs as continuously for the Ula Formation having led to a more cemented layers, as stratabound concretions and uniform distribution of biogenic carbonate as scattered concretions. All three geometrical compared to the Bridport Sands where laterally forms of calcite cementaton may occur within extensive layers of biogenic carbonate formed the same formation, whereas in other cases a during periods of very low siliciclastic formation may be dominated by only one or deposition. Based on the results of the core and two of these modes of calcite cementation. outcrop studies, a tentative identification key Calcite cemented layers and layers of for calcite cemented zones encountered in cores stratabound concretions in the studied is suggested. -
A) Conglomerate B) Dolostone C) Siltstone D) Shale 1. Which
1. Which sedimentary rock would be composed of 7. Which process could lead most directly to the particles ranging in size from 0.0004 centimeter to formation of a sedimentary rock? 0.006 centimeter? A) metamorphism of unmelted material A) conglomerate B) dolostone B) slow solidification of molten material C) siltstone D) shale C) sudden upwelling of lava at a mid-ocean ridge 2. Which sedimentary rock could form as a result of D) precipitation of minerals from evaporating evaporation? water A) conglomerate B) sandstone 8. Base your answer to the following question on the C) shale D) limestone diagram below. 3. Limestone is a sedimentary rock which may form as a result of A) melting B) recrystallization C) metamorphism D) biologic processes 4. The dot below is a true scale drawing of the smallest particle found in a sample of cemented sedimentary rock. Which sedimentary rock is shown in the diagram? What is this sedimentary rock? A) conglomerate B) sandstone C) siltstone D) shale A) conglomerate B) sandstone C) siltstone D) shale 9. Which statement about the formation of a rock is best supported by the rock cycle? 5. Which sequence of events occurs in the formation of a sedimentary rock? A) Magma must be weathered before it can change to metamorphic rock. A) B) Sediment must be compacted and cemented before it can change to sedimentary rock. B) C) Sedimentary rock must melt before it can change to metamorphic rock. C) D) Metamorphic rock must melt before it can change to sedimentary rock. D) 6. Which sedimentary rock formed from the compaction and cementation of fragments of the skeletons and shells of sea organisms? A) shale B) gypsum C) limestone D) conglomerate Base your answers to questions 10 and 11 on the diagram below, which is a geologic cross section of an area where a river has exposed a 300-meter cliff of sedimentary rock layers. -
Quaternary Tectonics of Utah with Emphasis on Earthquake-Hazard Characterization
QUATERNARY TECTONICS OF UTAH WITH EMPHASIS ON EARTHQUAKE-HAZARD CHARACTERIZATION by Suzanne Hecker Utah Geologiral Survey BULLETIN 127 1993 UTAH GEOLOGICAL SURVEY a division of UTAH DEPARTMENT OF NATURAL RESOURCES 0 STATE OF UTAH Michael 0. Leavitt, Governor DEPARTMENT OF NATURAL RESOURCES Ted Stewart, Executive Director UTAH GEOLOGICAL SURVEY M. Lee Allison, Director UGSBoard Member Representing Lynnelle G. Eckels ................................................................................................... Mineral Industry Richard R. Kennedy ................................................................................................. Civil Engineering Jo Brandt .................................................................................................................. Public-at-Large C. Williatn Berge ...................................................................................................... Mineral Industry Russell C. Babcock, Jr.............................................................................................. Mineral Industry Jerry Golden ............................................................................................................. Mineral Industry Milton E. Wadsworth ............................................................................................... Economics-Business/Scientific Scott Hirschi, Director, Division of State Lands and Forestry .................................... Ex officio member UGS Editorial Staff J. Stringfellow ......................................................................................................... -
The Initiation and Evolution of Ignimbrite Faults, Gran Canaria, Spain
The initiation and evolution of ignimbrite faults, Gran Canaria, Spain Aisling Mary Soden B.A. (Hons.), Trinity College Dublin Thesis presented for the degree of Doctor of Philosophy (Ph.D.) University of Glasgow Department of Geographical & Earth Sciences January 2008 © Aisling M. Soden, 2008 Abstract Abstract Understanding how faults initiate and fault architecture evolves is central to predicting bulk fault zone properties such as fault zone permeability and mechanical strength. The study of faults at the Earth’s surface and at near-surface levels is significant for the development of high level nuclear waste repositories, and CO2 sequestration facilities. Additionally, with growing concern over water resources, understanding the impact faults have on contaminant transport between the unsaturated and saturated zone has become increasingly important. The proposal of a high-level nuclear waste repository in the tuffs of Yucca Mountain, Nevada has stimulated interest into research on the characterisation of brittle deformation in non-welded to densely welded tuffs and the nature of fluid flow in these faults and fractures. The majority of research on the initiation and development of faults has focussed on shear faults in overall compressional stress regimes. Dilational structures have been examined in compressional settings e.g. overlapping faults generating extensional oversteps, or in normal faults cutting mechanical layered stratigraphy. Previous work has shown the affect mechanical stratigraphy has on fault dip angle; competent layers have steeply dipping segments and less competent layers have shallowly dipping segments. Displacement is accommodated by shear failure of the shallow segments and hybrid failure of the steeply dipping segments. As the fault walls of the shear failure segment slip past each other the walls of the hybrid failure segment are displaced horizontally as well as vertically thus forming dilation structures such as pull-aparts or extensional bends. -
U.S. Geological Survey Bulletin 2000-C, D
Tectonic Trends of the Northern Part of the Paradox Basin, Southeastern Utah and Southwestern Colorado, As Derived From Landsat Multispectral Scanner Imaging and Geophysical and Geologic Mapping Uncontrolled X-Band Radar Mosaic of the Western Part of the Moab 1 °x2° Quadrangle, Southeastern Utah and Southwestern Colorado U.S. GEOLOGICAL SURVEY BULLETIN 2000-C, D Tectonic Trends of the Northern Part of the Paradox Basin, Southeastern Utah and Southwestern Colorado, As Derived From Landsat Multispectral Scanner Imaging and Geophysical and Geologic Mapping By Jules D. Friedman, James E. Case, and Shirley L. Simpson Uncontrolled X-Band Radar Mosaic of the Western Part of the Moab I°x2° Quadrangle, Southeastern Utah and Southwestern Colorado By Jules D. Friedman and Joan S. Heller EVOLUTION OF SEDIMENTARY BASINS PARADOX BASIN A.C. Huffman, Jr., Project Coordinator U.S. GEOLOGICAL SURVEY BULLETIN 2000-C, D A multidisciplinary approach to research studies of sedimentary rocks and their constituents and the evolution of sedimentary basins, both ancient and modern Chapters C and D are issued as a single volume and are not available separately UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON : 1994 U.S. DEPARTMENT OF THE INTERIOR BRUCE BABBITT, Secretary U.S. GEOLOGICAL SURVEY Robert M. Hirsch, Acting Director Published in the Central Region, Denver, Colorado Manuscript approved for publication August 5,1992 Edited by Judith Stoeser Graphic design by Patricia L. Wilber Cartography by Joseph A. Romero Type composed by Shelly Fields Cover prepared by Art Isom For Sale by U.S. Geological Survey, Map Distribution Box 25286, MS 306, Federal Center Denver, CO 80225 Any use of trade, product, or firm names in this publication is for descriptive purposes only and does not imply endorsement by the U.S. -
Lite Geology 14
Winter 1995 L I T E NewMexico Bureau ~.~, .~,..,.~ "~ ~,,~..~,~.~.,..~,~ of .............. ¯ Mines and Mineral .’..:. .i .,.."".. Resources (NMBM&MR) A quarterly publication for educators arid the public- contemporary geological topics~ issues and events EadhBriefs "Concretions, Bombs, and Ground Water Peter S. Mozley Departmentof Earth and EnVironmental Science, NewMexico Tech Concretions are hard masses of sedimentary and, more rarely, volcanic rock that form by the preferential precipitation of minerals (cementation) in localized portions of the rock. They are commonlysubspherical, but frequently form a variety of other shapes, including disks, grape-like aggregates, and complex shapes that defy description (Figs. 1, 2, and 3). Concretions are usually very noticeable features, because they have a strikingly. different color and/or hardness than the rest of the rock. In someareas this is unfortunate, as the concretions have attracted the unwanted attention of local graffiti artists. Commonly, when you break open concretions you will find that they have formed around a nucleus, such as a fossil fragment or piece of organic matter. For a variety of reasons, this nucleus created a more favorable site for cement precipitation than other sites in therock. ~erhapsthe mostunusual concretion "[ spent too much time in thesame place in the back swamp .nucleiarefound in a modemcoastal’ and the clanged concretion went and nucleated on me." saltmarsh in England.Siderite (FeCOa) concretionsin the marshformed aroundWorld-War-II era military shells,bombs, and associated shrapnel, ThisIssue: includingsome large unexploded shells(AI-Agha et al.,1995). A British Earth Briefs--how does Nature conceal Reptiles’onthe Rocks--someunique geologiststudying these concretions bombs and record ancient water-flow photosof homedlizards in New realizedthis only after striking a large pathways? Mexico unexplodedshell repeatedly with his rockhammer (yes, he livedto tellabout Have you ever wondered.. -
RESEARCH Meteoric Fluid Infiltration in Crustal-Scale
RESEARCH Meteoric fluid infiltration in crustal-scale normal fault systems as indicated by d18O and d2H geochemistry and 40Ar/39Ar dating of neoformed clays in brittle fault rocks Samuel Haines1,*, Erin Lynch1, Andreas Mulch2,3, John W. Valley4, and Ben van der Pluijm1 1UNIVERSITY OF MICHIGAN, DEPARTMENT OF EARTH AND ENVIRONMENTAL SCIENCES, 1100 N. UNIVERSITY AVENUE, ANN ARBOR, MICHIGAN 48109, USA 2SENCKENBERG BIODIVERSITY AND CLIMATE RESEARCH CENTER, SENCKENBERGANLAGE 25, 60325 FRANKFURT, GERMANY 3INSTITUTE OF GEOSCIENCES, GOETHE UNIVERSITY FRANKFURT, ALTENHÖFERALLEE 1, 60438 FRANKFURT, GERMANY 4DEPARTMENT OF GEOSCIENCE, UNIVERSITY OF WISCONSIN–MADISON, MADISON, WISCONSIN 53706, USA ABSTRACT Both the sources and pathways of fluid circulation are key factors to understanding the evolution of low-angle normal fault (LANF) systems and the distribution of mineral deposits in the upper crust. In recent years, several reports have shown the presence of meteoric waters in mylonitic LANF systems at mid-crustal conditions. However, a mechanism for meteoric water infiltration to these mid-crustal depths is not well understood. Here we report paired d18O and d2H isotopic values from dated, neoformed clays in fault gouge in major detachments of the southwest United States. These isotopic values demonstrate that brittle fault rocks formed from exchange with pristine to weakly evolved meteoric waters at multiple depths along the detachment. 40Ar/39Ar dating of these same neoformed clays constrains the Pliocene ages of fault-gouge formation in the Death Valley area. The infiltration of ancient meteoric fluids to multiple depths in LANFs indicates that crustal- scale normal fault systems are highly permeable on geologic timescales and that they are conduits for efficient, coupled flow of surface fluids to depths of the brittle-plastic transition. -
Hydrogeological Properties of Fault Zones in a Karstified Carbonate Aquifer (Northern Calcareous Alps, Austria)
Hydrogeol J DOI 10.1007/s10040-016-1388-9 PAPER Hydrogeological properties of fault zones in a karstified carbonate aquifer (Northern Calcareous Alps, Austria) H. Bauer1 & T. C. Schröckenfuchs 1 & K. Decker1 Received: 17 July 2015 /Accepted: 14 February 2016 # The Author(s) 2016. This article is published with open access at Springerlink.com Abstract This study presents a comparative, field-based impermeable fault cores only very locally have the potential hydrogeological characterization of exhumed, inactive fault to create barriers. zones in low-porosity Triassic dolostones and limestones of the Hochschwab massif, a carbonate unit of high economic Keywords Fractured rocks . Carbonate rocks . Fault zones . importance supplying 60 % of the drinking water of Austria’s Hydrogeological properties . Austria capital, Vienna. Cataclastic rocks and sheared, strongly cemented breccias form low-permeability (<1 mD) domains along faults. Fractured rocks with fracture densities varying by Introduction a factor of 10 and fracture porosities varying by a factor of 3, and dilation breccias with average porosities >3 % and per- Fault zones in the upper crust produce permeability heteroge- meabilities >1,000 mD form high-permeability domains. With neities that have a large impact on subsurface fluid migration respect to fault-zone architecture and rock content, which is and storage patterns (e.g. Agosta et al. 2010, 2012; Caine et al. demonstrated to be different for dolostone and limestone, four 1996;Faulkneretal.2010;Jourdeetal.2002; Mitchell and types of faults are presented. Faults with single-stranded mi- Faulkner 2012; Shipton and Cowie 2003; Shipton et al. 2006; nor fault cores, faults with single-stranded permeable fault Wibberley and Shimamoto 2003; Wibberley et al. -
SCEC Progress Report 2020
2020 SCEC Report Offshore fault damage zones in 3D with Active Source Seismic Data Abstract: Damage zones can observationally link earthquake physics to mechanics beyond elasticity. The extent of distributed damage affects earthquake rupture propagation, its associated strong motion, and perhaps even the distribution of seismicity around the fault. There are very few 3D observations of damage. Here we constrain the Palos Verdes Fault damage zone offshore California using existing 3D seismic reflection datasets. We use a novel algorithm to identify faults and fractures in a large seismic volume consisting of 4.8 x 108 points and examine the spatial distribution of damage. Our results from the Palo Verdes Fault Zone show that damage is focused around mapped faults and that damage decays with distance from the fault, reaching the undisturbed and mostly unfractured background at a distance of 2.2 km from the fault. The identified damaged zone appears to obey power law behavior at the outer edges of a 3 strand fault network, with a power law exponent of 0.68, this trend extrapolates to a probability of 1 at the mapped fault location. The power law like scaling of apparent fractures with distance from fault is striking similar to outcrop studies, but extends to distances seldom accessible. We find that fracturing in the damage zone increases with depth to around 500 m and at greater depths may be more strongly controlled by lithological grain size, induration, and unit thickness. 1. Introduction Earthquakes release accumulated strain energy. How the released energy is partitioned during rupture controls propagation and sets the boundary conditions for subsequent events.