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Rare-Earth Elements in the Swedish Alum Shale Formation: a Study Of
Independent Project at the Department of Earth Sciences Självständigt arbete vid Institutionen för geovetenskaper 2019: 29 Rare-Earth Elements in the Swedish Alum Shale Formation: A Study of Apatites in Fetsjön, Västerbotten Sällsynta jordartsmetaller i Sveriges alunskiffer: en studie av apatiter i Fetsjön, Västerbotten Fredrik Engström DEPARTMENT OF EARTH SCIENCES INSTITUTIONEN FÖR GEOVETENSKAPER Independent Project at the Department of Earth Sciences Självständigt arbete vid Institutionen för geovetenskaper 2019: 29 Rare-Earth Elements in the Swedish Alum Shale Formation: A Study of Apatites in Fetsjön, Västerbotten Sällsynta jordartsmetaller i Sveriges alunskiffer: en studie av apatiter i Fetsjön, Västerbotten Fredrik Engström Copyright © Fredrik Engström Published at Department of Earth Sciences, Uppsala University (www.geo.uu.se), Uppsala, 2019 Abstract Rare-Earth Elements in the Swedish Alum Shale Formation: A Study of Apatites in Fetsjön, Västerbotten Fredrik Engström The Caledonian alum shales of Sweden host a vast number of economically interesting metals. In Fetsjön, Västerbotten, the shales contain significant amounts of rare-earth elements, vanadium, molybdenum and uranium. As metals with a multitude of high- technological applications, the former rare-earth elements (REEs) are particularly attractive in a world where the supply may be exhausted as the demand continuously increase while new deposits are not being discovered fast enough. Meanwhile, the latter uranium notably constitutes as an unwanted secondary product during the extraction of rare-earth elements. As the mineral association of the REEs in Fetsjön is unknown, the intent of this study is to analyze and thus determine their mineralogical expression. The assumed REE- bearing mineral apatite was confirmed to host the rare-earths in the Fetsjön shales after microscopy and spectrometry analyses. -
Tectonic Regimes in the Baltic Shield During the Last 1200 Ma • a Review
Tectonic regimes in the Baltic Shield during the last 1200 Ma • A review Sven Åke Larsson ' ', Bva-L^na Tuliborq- 1 Department of Geology Chalmers University of Technology/Göteborij U^vjrsivy 2 Terralogica AB November 1993 TECTONIC REGIMES IN THE BALTIC SHIELD DURING THE LAST 1200 Ma - A REVIEW Sven Åke Larsson12, Eva-Lena Tullborg2 1 Department of Geology, Chalmers University of Technology/Göteborg University 2 Terralogica AB November 1993 This report concerns a study which was conducted for SKB. The conclusions and viewpoints presented in the report are those of the author(s) and do not necessarily coincide with those of the client. Information on SKB technical reports from 1977-1978 (TR 121), 1979 (TR 79-28), 1980 (TR 80-26), 1981 (TR 81-17), 1982 (TR 82-28), 1983 (TR 83-77), 1984 (TR 85-01), 1985 (TR 85-20), 1986 (TR 86-31), 1987 (TR 87-33), 1988 (TR 88-32),. 1989 (TR 89-40), 1990 (TR 90-46), 1991 (TR 91-64) and 1992 (TR 92-46) is available through SKB. ) TECTONIC REGIMES IN THE BALTIC SHIELD DURING THE LAST 1200 Ma - A REVIEW by Sven Åke Larson and Eva-Lena Tullborg Department of Geology, Chalmers University of Technology / Göteborg University & Terralogica AB Gråbo, November, 1993 Keywords: Baltic shield, Tectonicregimes. Upper Protero/.oic, Phanerozoic, Mag- matism. Sedimentation. Erosion. Metamorphism, Continental drift. Stress regimes. , ABSTRACT 1 his report is a review about tectonic regimes in the Baltic (Fennoscandian) Shield from the Sveeonorwegian (1.2 Ga ago) to the present. It also covers what is known about palaeostress during this period, which was chosen to include both orogenic and anorogenic events. -
Lund, Sweden, January 8–10 2014
31st Nordic Geological Winter Meeting. Lund, Sweden. January 8-10, 2014 31st Nordic Sponsors Hosted by the Geological Society of Sweden Lund, Sweden, January 8–10 2014 Abiskojokk canyon, Abisko Sweden Photo: Mark Johnson, 2012 Main sponsors Table of Contents Welcome ______________________________________________________ 2 Organizing committee __________________________________________ 3 Scientific program committee ___________________________________ 3 Program Overview _____________________________________________ 4 Social Program ________________________________________________ 5 Scientific Program______________________________________________ 6 - Oral presentations __________________________________________ 7 - Posters ___________________________________________________ 22 Abstracts1 ________________________________________________ 34 - Plenary talks ________________________________________________ 35 - HYD-ENV Hydrogeology/Environmental Geology _______________ 37 - ENG-GEO Engineering Geology ______________________________ 46 - ECON-OIL Economic and Petroleum Geology __________________ 50 - LUNDPAL Lundadagarna i Historisk Geologi och Paleontologi ____________________________________________ 64 - PET Petrology ______________________________________________ 77 - STR-TEC Structural Geology/Tectonics ________________________ 104 - MOR-GLA Geomorphology and Glacial Geology ______________ 126 - QUAT Quaternary Geology _________________________________ 148 - GEOBIO Geobiology and Astrobiology _______________________ 156 - GEOP Geophysics -
A New Model of Microcracks Propagation in Granite Rock
Australian Journal of Basic and Applied Sciences, C(): CC-CC, 2010 ISSN 1991-8178 A New Model of Microcracks Propagation in Granite Rock Vahed Ghiasi, Husaini Omar, Zainuddin B. Md. Yusoff , Bujang K Huat, Ratnasamy Muniandy. Mohd Najmin Alias Mountainous Terrain Development Research Center Department of Civil Engineering, and Faculty of Engineering, University Putra Malaysia 43400 Serdang, Selangor, Malaysia Abstract: One of the most significant current discussions in legal and moral philosophy is a new model of microcracks propagation in granite rock. The objective of this research is to identify the parameter that controls the crack propagation and identification a model to show the microcracks propagation in granite rock. To conduct this research, the samples of granite rock was used. Laboratory test was conducted for this research was Uniaxial Compressive Test (UCT),Schmite hammer and microscopic study to detection more about Thin Section(TS) of granite rock. This model is based on laboratory and field investigation on weathered granite in tropical area. Key words: Microcracks, Granite, weathering, Thin Section (TS). INTRODUCTION The main factor influence microcracking occurs in the granite rock dependants on the mineralogy, fabric, and microstructure of a given rock type. Crack indication and propagation will occur during uniaxial cyclic loading. Normally, granite has a well developed existing microcrack pattern. Cyclic loading caused new cracks to form and caused extension of existing microcracks. (U. Akesson et al, 2004). When the local stress exceeds the local strength, cracks are normally produced and may start at cleavage planes, grain boundary contacts or around intra-crystalline cavities. Intragranular and intergranular cracks appear to depend upon the mineralogy of the granite and the presence of secondary minerals. -
A Reflection Seismic Image of Caledonian Structure in Central Sweden
H. PALM, D.G. GEE, D. DYRELIUS AND L. BJORKLUND A REFLECTION SEISMIC IMAGE OF CALEDONIAN STRUCTURE IN CENTRAL SWEDEN UPPSALA 1991 SVERIGES GEOLOGISKA UNDERSOKNING SER Ca AVHANDLINGAR OCH UPPSATSER NR 75 H. PALM, D.G. GEE, D. DYRELIUS AND L. BJORKLUND A REFLECTION SEISMIC IMAGE OF CALEDONIAN STRUCTURE IN CENTRAL SWEDEN UPPSALA 1991 ISBN 9 1-7 158-489-7 ISSN 0348- 1352 Ham Palm and Dan Dyrelius Department of Solid Earth Physics University of Uppsala Box 556, S-7 5 1 22 Uppsala, Sweden David Gee and Lennart Bjijrklund Department of Geology University of Lund Sijlvegatan 1 3, S-223 62 Lund, S weden Redigering och layout : SGU, Uppsala Tryck: Offsetcenter AB, Uppsala 199 1 CONTENTS ABSTRACT ....................................................... Alternative interpretations ................................. INTRODUCTION ................................................ Uppermost structure ......................................... Outline of the geology ......................................... Tannfors Synform ....................................... Autochthon ................................................... Mullfjallet Antiform .................................... Lower Allochthon ........................................... Are Synform .............................................. Middle Allochthon .......................................... Gently hinterland-dipping reflections .............. Upper Alloch thon ........................................... Deeper structure of the upper crust ....................... Structure ...................................................... -
THERMAL STRESS-INDUCED MICROCRACKING in BUILDING GRANITE 2 3 Freire-Lista, D.M.A,B,*, Fort, R.A,B, Varas-Muriel, M.J.A,B,C
1 THERMAL STRESS-INDUCED MICROCRACKING IN BUILDING GRANITE 2 3 Freire-Lista, D.M.a,b,*, Fort, R.a,b, Varas-Muriel, M.J.a,b,c 4 aInstituto de Geociencias IGEO (CSIC, UCM) Spanish Research Council CSIC – Complutense University of Madrid UCM. Madrid 28040, Spain 5 bCEI Campus Moncloa, UCM-UPM and CSIC, Madrid 28040, Spain 6 cFacultad de CC. Geológicas. Complutense University of Madrid UCM. Madrid, 28040, Spain 7 8 *Corresponding author. 9 E-mail addresses: [email protected] 10 11 Abstract 12 13 Microcracking induced by wide fluctuations in temperature affects granite quality and durability, making the stone more vulnerable to decay. 14 Determining the extent of that effect is not always straightforward, however, given the excellent durability of these materials. 15 Four types of construction granite quarried in the region of Madrid, Spain, and frequently used in both the built heritage and in de novo 16 construction (Alpedrete, Cadalso de los Vidrios, Colmenar Viejo and Zarzalejo) were exposed to 42 thermal cycles (105-20º C; UNE-EN, 14066, 17 2003). Petrographic and petrophysical properties were analysed using both destructive and non-destructive techniques. Microcracking generated in 18 the granite stones by 42 thermal cycles had barely any impact on their petrophysical properties, which are the parameters normally assessed to 19 establish material quality and durability. Their petrographic properties, which are not generally assessed in this type of studies, were affected, 20 however. This study contends that petrographic analysis is needed to objectively quantify the actual quality and durability of the most highly 21 resistant materials when petrophysical studies are inconclusive. -