DIFFUSE REFLECTANCE SPECTRA of Sevtrral CLAY MINERALS
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Characterization of Clays and Clay Minerals for Industrial Applications: Substitution Non-Natural Additives by Clays in UV Protection
Characterization of Clays and Clay Minerals for Industrial Applications: Substitution non-Natural Additives by Clays in UV Protection Dissertation in fulfilment of the academic grade doctor rerum naturalium (Dr. rer. nat.) at the Faculty of Mathematics and Natural Sciences Ernst-Moritz-Arndt-University Greifswald HOANG-MINH Thao (Hoàng Thị Minh Thảo) born on 01.6.1979 in Quang Ninh, Vietnam Greifswald, Germany - 2006 Dekan: Prof. Dr. Klaus Fesser 1. Gutachter: PD. Dr. habil. Jörn Kasbohm 2. Gutachter: Prof. Roland Pusch Tag der Promotion: 17.11.2006 ii CONTENTS LIST OF TABLES . vi LIST OF FIGURES. vii ABBREVIATIONS . x STATEMENT OF ORIGINAL AUTHORSHIP (ERKLÄRUNG). xi ACKNOWLEDGMENTS . xii 1 INTRODUCTION . 1 2 POSSIBLE FUNCTIONS OF CLAYS, CLAY MINERALS IN UV PROTECTION . 2 2.1 Clays, clay minerals and sustainability in geosciences. 2 2.2 Ultraviolet radiation and human skin . 2 2.3 Actual substances as UV protection factor and their problems. 5 2.4 Pharmacy requirement in suncreams. 9 2.5 Clays, clay minerals and their application for human health. 11 2.6 Possible functions of clays, clay minerals in UV protection cream. 13 3 METHODOLOGY . 15 3.1 Clays and clay minerals analyses. 15 3.1.1 X-Ray diffraction. 17 3.1.2 TEM-EDX. 19 3.1.3 X-Ray fluorescence. 22 3.1.4 Mössbauer spectroscopy. 23 3.1.5 Atterberg sedimentation. 23 3.1.6 Dithionite treatment. 24 3.2 Non-clay samples analyses. 24 3.2.1 UV-measurement. 25 3.2.2 Light microscopy. 27 3.2.3 Skin model test by mouse-ear in vivo . -
Luís Pedro Esteves Internal Curing in Cement-Based Materials Universidade De Departamento De Engenharia Civil Aveiro 2009
Universidade de Departamento de Engenharia Civil Aveiro 2009 Luís Pedro Esteves Internal curing in cement-based materials Universidade de Departamento de Engenharia Civil Aveiro 2009 Luís Pedro Esteves Internal curing in cement-based materials Dissertação apresentada à Universidade de Aveiro para cumprimento dos requisitos necessários à obtenção do grau de Doutor em Engenharia Civil, realizada sob a orientação científica do Dr. Paulo Barreto Cachim, Professor Associado do Departamento de Engenharia Civil da Universidade de Aveiro e do Dr. Victor Miguel C. de Sousa Ferreira, Professor Associado do Departamento de Engenharia Civil da Universidade de Aveiro. Beside other problematic, it was often astonishing to run after thoughts. As an ancient philosophy doctor pointed out: “The greater the attempt that is made to study the nature or behaviour of a photon or a particle, the greater will be the uncertainty or error of the measurements.” Heisenberg summarised this in his uncertainty principle, the concept being demonstrated by means of idealized “thought” experiments. If it is permitted for me to say, I would add: (…), provided that it can not be seen or felt. O júri PRESIDENTE: Reitora da Universidade de Aveiro VOGAIS: Doutor Ole Mejhede Jensen, Professor Catedrático da Technical University of Denmark. Doutor Klaas van Breugel, Professor Catedrático da Delft University of Technology. Doutor Aníbal Guimarães da Costa, Professor Catedrático da Universidade de Aveiro. Doutor José Luís Barroso de Aguiar, Professor Associado com Agregação da Universidade do Minho. Doutor Paulo Barreto Cachim, Professor Associado da Universidade de Aveiro (Orientador). Doutor Victor Miguel Carneiro de Sousa Ferreira, Professor Associado da Universidade de Aveiro (Co-Orientador). -
Hectorite: Synthesis, Modification, Assembly and Applications Jing Zhang, Chun Hui Zhou, Sabine Petit, Hao Zhang
Hectorite: Synthesis, modification, assembly and applications Jing Zhang, Chun Hui Zhou, Sabine Petit, Hao Zhang To cite this version: Jing Zhang, Chun Hui Zhou, Sabine Petit, Hao Zhang. Hectorite: Synthesis, modification, assembly and applications. Applied Clay Science, Elsevier, 2019, 177, pp.114-138. 10.1016/j.clay.2019.05.001. hal-02363196 HAL Id: hal-02363196 https://hal-cnrs.archives-ouvertes.fr/hal-02363196 Submitted on 2 Dec 2020 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. 1 Hectorite:Synthesis, Modification, Assembly and Applications 2 3 Jing Zhanga, Chun Hui Zhoua,b,c*, Sabine Petitd, Hao Zhanga 4 5 a Research Group for Advanced Materials & Sustainable Catalysis (AMSC), State Key Laboratory 6 Breeding Base of Green Chemistry-Synthesis Technology, College of Chemical Engineering, Zhejiang 7 University of Technology, Hangzhou 310032, China 8 b Key Laboratory of Clay Minerals of Ministry of Land and Resources of the People's Republic of 9 China, Engineering Research Center of Non-metallic Minerals of Zhejiang Province, Zhejiang Institute 10 of Geology and Mineral Resource, Hangzhou 310007, China 11 c Qing Yang Institute for Industrial Minerals, You Hua, Qing Yang, Chi Zhou 242804, China 12 d Institut de Chimie des Milieux et Matériaux de Poitiers (IC2MP), UMR 7285 CNRS, Université de 13 Poitiers, Poitiers Cedex 9, France 14 15 Correspondence to: Prof. -
The Nature of Laponite: Pure Hectorite Or a Mixture of Different Trioctahedral Phases?
minerals Article The Nature of Laponite: Pure Hectorite or a Mixture of Different Trioctahedral Phases? George E. Christidis 1,*, Carlos Aldana 2, Georgios D. Chryssikos 3, Vassilis Gionis 3, Hussein Kalo 4 ID , Matthias Stöter 5, Josef Breu 5 and Jean-Louis Robert 6,† 1 School of Mineral Resources Engineering, Technical University of Crete, 73100 Chania, Greece 2 Institut des Sciences de la Terre d’Orléans, CNRS, 1A Rue de la Ferollerie, 45100 Orléans, France; [email protected] 3 Theoretical and Physical Chemistry Institute, National Hellenic Research Foundation, 48 Vass. Constantinou Ave., 11635 Athens, Greece; [email protected] (G.D.C.); [email protected] (V.G.) 4 BYK-Chemie GmbH, Stadtwaldstrasse 44, 85368 Moosburg, Germany; [email protected] 5 Lehrstuhl für Anorganische Chimie I, Universität Bayreuth, 95440 Bayreuth, Germany; [email protected] (M.S.); [email protected] (J.B.) 6 IMPMC, Sorbonne Universités, UMR 7590, UPMC, CNRS, MNHN, IRD, 4 Place Jussieu, CEDEX 05, 75231 Paris, France; [email protected] * Correspondence: [email protected] † Deceased. Received: 30 June 2018; Accepted: 24 July 2018; Published: 26 July 2018 Abstract: A series of laponites and synthetic OH- and fluorinated hectorites prepared from hydrothermal and melting experiments at both industrial and laboratory scale were examined with XRD and FTIR (MIR and NIR) to determine their mineralogical composition and possible compositional heterogeneity. The end materials contained both Li- and Na-bearing phases. The industrial hydrothermal OH-smectites prepared at low temperatures consist of random mixed layer hectorite-stevensite-kerolite with about 40–50% hectorite layers, the remaining being stevensite and kerolite at roughly equal proportions. -
Experimental Investigation of the Pressure of Crystallization of Ca(OH)2: Implications for the Reactive Cracking Process
Geochemistry, Geophysics, Geosystems RESEARCH ARTICLE Experimental Investigation of the Pressure of Crystallization 10.1029/2018GC007609 of Ca(OH)2: Implications for the Reactive Cracking Process Key Points: S. Lambart1,2 , H. M. Savage1, B. G. Robinson1, and P. B. Kelemen1 • Crystallization pressure of CaO hydration exceeds 27 MPa at 1-km 1Lamont-Doherty Earth Observatory, Columbia University, Palisades, NY, USA, 2Geology and Geophysics, University of Utah, crustal depth • Fluid transport via capillary flow is Salt Lake City, UT, USA rate limiting • Strain rate exhibits negative, power law dependence on uniaxial load Abstract Mineral hydration and carbonation can produce large solid volume increases, deviatoric stress, and fracture, which in turn can maintain or enhance permeability and reactive surface area. Supporting Information: Despite the potential importance of this process, our basic physical understanding of the conditions • Supporting Information S1 under which a given reaction will drive fracture (if at all) is relatively limited. Our hydration experiments • Table S2 on CaO under uniaxial loads of 0.1 to 27 MPa show that strain and strain rate are proportional to the • Table S3 square root of time and exhibit negative, power law dependence on uniaxial load, suggesting that (1) fl fl fi Correspondence to: uid transport via capillary ow is rate limiting and (2) decreasing strain rate with increasing con ning S. Lambart, pressure might be a limiting factor in reaction driven cracking at depth. However, our experiments also [email protected] demonstrate that crystallization pressure due to hydration exceeds 27 MPa (consistent with a maximum crystallization pressure of 153 MPa for the same reaction, Wolterbeek et al., https://doi.org/10.1007/ Citation: s11440-017-0533-5). -
AP42 Section: Reference: Title: 11.25 Clays, S. H. Patterson and H. H
AP42 Section: 11.25 Reference: ~ Title: Clays, S. H. Patterson and H. H. Murray, Industrial Minerals And Rocks, Volume 1, Society Of Mining Engineers, New York, 1983. The term clay is somewhat ambiguous un- less specifically defined, because it is used in three ways: (I) as a diverse group of fine- grained minerals, (2) a5 a rock term, and (3) as a particle-size term. Actually, most persons using the term clay realize that it has several meanings, and in most instances they define it. As a rock term, clay is difficult to define be- cause of the wide variety of materials that com- ,me it; therefore, the definition must be gen- 'eral. Clay is a natural earthy, fine-grained ma- Iterial composed largely of a group of crystalline ;minerals known as the clay minerals. These minerals are hydrous silicates composed mainly of silica, alumina, and water. Several of these minerals also contain appreciable quantities of iron, alkalies, and alkaline earths. Many defini- tions state that a clay is plastic when wet. Most clay materials do have this property, but some clays are not plastic; for exaniple, halloysite and flint clay. As a particle-size term, clay is used for the category that includes the smallest particles. The maximum-size particles in the clay-size grade are defined differently on various grade scales. Soil imestigators and mineralogists gen- erally use 2 micrometers as the maximum size, whereas the widely used scale by Wentworth (1922) defines clay as material finer than ap proximately 4 micrometers. Some authorities find it convenient to'use the term clay'for any fine-grained, natural, earthy, argillaceous material (Grim. -
Information to Users
INFORMATION TO USERS This manuscript has been reproduced from the microfilm master. UMI films the tact directly from the original or copy submitted. Thus, some thesis and dissertation copies are in typewriter free, while others may be from any type o f computer printer. The quality of this reproduction is dependent upon the quality of the copy submitted. Broken or indistinct print, colored or poor quality illustrations and photographs, print bleedthrough, substandard margins, and improper alignment can adversely affect reproduction. In the unlikely event that the author did not send UMI a complete manuscript and there are missing pages, these will be noted. Also, if unauthorized copyright material had to be removed, a note will indicate the deletion. Oversize materials (e.g., maps, drawings, charts) are reproduced by sectioning the original, beginning at the upper left-hand comer and continuing from left to right in equal sections with small overlaps. Each original is also photographed in one ocposure and is included in reduced form at the back of the book. Photographs included in the original manuscript have been reproduced xerographically in this copy. Higher quality 6” x 9” black and white photographic prints are available for any photographs or illustrations appearing in this copy for an additional charge. Contact UMI directly to order. UMI A Bell & Howell Information Company 300 North Zeeb Road, Arm Arbor MI 48106-1346 USA 313/761-4700 800/521-0600 A MECHANISTIC STUDY OF SORPTION OF IONIC ORGANIC COMPOUNDS ON PHYLLOSILICATES DISSERTATION Presented in Partial Fulfillment of the Requirements for the Degree Doctor of Philosophy in the Graduate School of The Ohio State University By Sandip Chattopadhyay ***** The Ohio State University 1997 Dissertation Committee: Approved by Dr. -
Influence of Mineral Composition of Melaphyre Grits on Durability of Motorway Surface
Physicochemical Problems of Mineral Processing, 38 (2004) 341-350 Fizykochemiczne Problemy Mineralurgii, 38 (2004) 341-350 Tadeusz CHRZAN4 INFLUENCE OF MINERAL COMPOSITION OF MELAPHYRE GRITS ON DURABILITY OF MOTORWAY SURFACE Received April 4, 2004; reviewed; accepted June 5; 2004 The surface layer of the Konin-Września motorway section was made between July and November of 2001. Although the tests of melaphyre aggregates against grade and class requirements had confirmed that grits were the first class and grade according to the Polish standards, the motorway has been wearing rapidly with the first repairs being carried out as early as 2003. The motorway surface has been excessively worn and looks as if it were used for at least 5 years. The paper explains why the motorway surface has been worn so rapidly. Key words: motorway, ,melaphyre grit, weathering INTRODUCTION The surface layer of the Konin-Września motorway section was made during the period from July to November 2001. The layer was made with granulated aggregate 0- 20 mm in diameter from Borówko and Grzędy melaphyre quarry, bounded with modified bituminous mass. The tests of melaphyre aggregates against grade and class requirements had confirmed that the grits were the first class and grade (Chrzan, 1997; Wysokowski, 2000/2001) according to the Polish Standards (PN-11112:96, PN- 11110:96, PN-EN 1097-2). The binding layer of asphaltic concrete made and tested on samples that were taken from the completed motorway also conformed to the standard requirements according to Polish Standards (PN-S/96025, PN-74/S-96022). Also, the adhesion of asphalt to the melaphyre grit conformed to the standard (PN-84/B-6714/22). -
New Insights on the Prehydration of Cement and Its Mitigation 2 3 Julyan Stoian (I), Tandre Oey (Ii), Jeffrey W
1 New Insights on the Prehydration of Cement and its Mitigation 2 3 Julyan Stoian (i), Tandre Oey (ii), Jeffrey W. Bullard (iii), Jian Huang (iv), Aditya Kumar (v), 4 Magdalena Balonis (vi,vii), Judith Terrill (viii), Narayanan Neithalath (ix), Gaurav Sant (x,xi) 5 6 Abstract 7 8 Ordinary portland cement (OPC) prehydrates during storage or handling in moist environments, 9 forming hydration products on or near its particles’ surfaces. Prehydration is known to reduce 10 OPC reactivity, but the extent of prehydration has not yet been quantitatively linked to reaction 11 rate and mechanical property changes. A series of experiments and simulations are performed 12 to develop a better understanding of prehydration, by intentionally exposing an OPC powder to 13 either water vapor or liquid water, to investigate the extent to which premature contact of OPC 14 with water and other potential reactants in the liquid and/or vapor state(s) can induce differing 15 surface modifications on the OPC grains. Original results obtained using isothermal calorimetry, 16 thermogravimetric analysis and strength measurements are correlated to a prehydration index, 17 which is defined for the first time. The addition of fine limestone to a mixture formed using 18 prehydrated cement is shown to mitigate the detrimental effects of prehydration. 19 20 Keywords: physisorption, prehydration, nucleation, limestone 21 22 23 1. Introduction and Background 24 Ordinary portland cement (OPC) reacts on contact with water in the liquid or the vapor states. 25 Therefore, unintentional exposure to moisture or to other known reactants such as CO2 during 26 the storage and handling of the OPC powder can result in premature hydrationxii or aging of its 27 constituent phases. -
Performing Mineral Hydration Experiments in the Chemin Diffractometer on Mars
Performing mineral hydration experiments in the CheMin diffractometer on Mars Session P009: Experimental Planetary Geochemistry: Simulating planetary processes on the Moon, Mars and other rocky bodies in the Solar System. D.T. Vaniman, A.S. Yen, E.B. Rampe, D.F. Blake, S.J. Chipera, J.M. Morookian, D.W. Ming, T.F. Bristow, R.V. Morris, R. Gellert, S.M. Morrison, J.P. Grotzinger, C.N. Achilles, R.T. Downs, W. Rapin, M. Rice, J.F. Bell III, A. H. Treiman, P. Sarrazin, and J.D. Farmer. Laboratory work is the cornerstone of experimental planetary geochemistry, mineralogy, and petrology, but much is to be gained by “experiments” while on a planet surface. Earth-bound experiments are often limited in ability to control multiple conditions relevant to planetary bodies (e.g. cycles in temperature and vapor pressure of water), but observations on-planet provide a unique opportunity where conditions are native to the planet and those affected by sampling and analysis can be constrained. The CheMin XRD instrument on Mars Science Laboratory has been able to test mineral hydration in samples held for up to 300 Mars days (sols). Clay minerals sampled at Yellowknife Bay early in the mission had both collapsed (10 Å) and expanded (13.2 Å) basal spacing. Collapsed interlayers were expected, but larger spacing was not; it was uncertain whether larger basal spacing would collapse on prolonged exposure to warmer conditions inside CheMin. Observation over several hundred sols showed no collapse, with the conclusion that expanded interlayer spacing was due to partial intercalation by metal-hydroxyl groups that resist dehydration. -
Characterization of Hydrogen in Basaltic Materials with Laser-Induced Breakdown Spectroscopy (LIBS) for Application to MSL Chemc
Journal of Geophysical Research: Planets RESEARCH ARTICLE Characterization of Hydrogen in Basaltic Materials With 10.1029/2017JE005467 Laser-Induced Breakdown Spectroscopy (LIBS) Key Points: for Application to MSL ChemCam Data • Multiple calibration and normalization methods to determine N. H. Thomas1 , B. L. Ehlmann1,2 , D. E. Anderson1 , S. M. Clegg3 , O. Forni4 , S. Schröder4,5, hydrogen content from the 1 4 4 3 6 4 hydrogen-alpha LIBS emission line W. Rapin , P.-Y. Meslin , J. Lasue , D. M. Delapp , M. D. Dyar , O. Gasnault , 3 4 were evaluated R. C. Wiens , and S. Maurice • O 778- and C 248-nm norms have the lowest scatter for the lab set, best 1Division of Geological and Planetary Sciences, California Institute of Technology, Pasadena, CA, USA, 2Jet Propulsion correct for distance, and successfully Laboratory, California Institute of Technology, Pasadena, CA, USA, 3Los Alamos National Laboratory, Los Alamos, NM, USA, determine H for Martian rocks 4 5 • Institut de Recherche en Astrophysique et Planétologie, Université de Toulouse, Toulouse, France, German Aerospace Nonlinear calibrations for high-H 6 samples and differences in H Center (DLR), Berlin, Germany, Mount Holyoke College, South Hadley, MA, USA between rocks, when natural versus pelletized, warrant further study Abstract The Mars Science Laboratory rover, Curiosity, is equipped with ChemCam, a laser-induced breakdown spectroscopy (LIBS) instrument, to determine the elemental composition of nearby targets Supporting Information: • Supporting Information S1 quickly and remotely. We use a laboratory sample set including prepared mixtures of basalt with systematic • Data Set S1 variation in hydrated mineral content and compositionally well-characterized, altered basaltic volcanic rocks to measure hydrogen by characterizing the H-alpha emission line in LIBS spectra under Martian Correspondence to: environmental conditions. -
Quaternary Am
SIAM 25, 17-18 October 2007 US/ICCA SIDS INITIAL ASSESSMENT PROFILE Chemical Organoclays Category Category 71011-26-2: Quaternary ammonium compounds, benzyl(hydrogenated tallow CAS numbers alkyl)dimethyl, chlorides, compounds with hectorite, (Benzyl monoalkyl chain quaternary and Chemical ammonium compound [B(Alk)2M] hectorite). Same as CAS numbers 94891-33-5 and Names 12691-60-0. 68953-58-2: Quaternary ammonium compounds, bis(hydrogenated tallow alkyl)dimethyl, salts with bentonite, (Dialkyl chain quaternary ammonium compound [2M(2Alk)] bentonite). Same as CAS numbers 1340-69-8 and 73138-28-0. 71011-27-3: Quaternary ammonium compounds, bis(hydrogenated tallow alkyl)dimethyl, chlorides, compounds with hectorite, (Dialkyl chain quaternary ammonium compound [2M(2Alk)] hectorite). Same as CAS numbers 94891-31-3, 97280-96-1 and 12001-31-9. 68153-30-0: Quaternary ammonium compounds, benzylbis(hydrogenated tallow alkyl)methyl, chlorides, compounds with bentonite, (Benzyl dialkyl chain quaternary ammonium compound [B(2Alk)M] bentonite). Same as CAS numbers 121888-66-2 and 89749-77-9. 97952-68-6: Quaternary ammonium compounds, benzylbis(hydrogenated tallow alkyl)methyl, salts with montmorillonite, (Benzyl dialkyl chain quaternary ammonium compound [B(2Alk)M] montmorillonite). 71011-24-0, 71011-25-1, 121888-68-4 and 89749-78-0: Quaternary ammonium compounds, benzyl(hydrogenated tallow alkyl)dimethyl, chlorides, compounds with bentonite; (Benzyl monoalkyl chain quaternary ammonium compound [B(Alk)2M] bentonite). 91080-57-8 and 91080-56-7: Quaternary ammonium compounds, benzyl (hydrogenated tallow alkyl) dimethyl, chlorides, compounds with smectite (Benzyl monoalkyl chain quaternary ammonium compound [B(Alk)2M] smectite). Note that 91080-56-7 is [di-C10- C22 alkyl, dimethyl].