Mayenite Supergroup, Part I: Recommended Nomenclature
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Delayed Ettringite Formation
Ettringite Formation and the Performance of Concrete In the mid-1990’s, several cases of premature deterioration of concrete pavements and precast members gained notoriety because of uncertainty over the cause of their distress. Because of the unexplained and complex nature of several of these cases, considerable debate and controversy have arisen in the research and consulting community. To a great extent, this has led to a misperception that the problems are more prevalent than actual case studies would indicate. However, irrespective of the fact that cases of premature deterioration are limited, it is essential to address those that have occurred and provide practical, technically sound solutions so that users can confidently specify concrete in their structures. Central to the debate has been the effect of a compound known as ettringite. The objectives of this paper are: Fig. 1. Portland cements are manufactured by a process that combines sources of lime (such as limestone), silica and • to define ettringite and its form and presence in concrete, alumina (such as clay), and iron oxide (such as iron ore). Appropriately proportioned mixtures of these raw materials • to respond to questions about the observed problems and the are finely ground and then heated in a rotary kiln at high various deterioration mechanisms that have been proposed, and temperatures, about 1450 °C (2640 °F), to form cement compounds. The product of this process is called clinker • to provide some recommendations on designing for durable (nodules at right in above photo). After cooling, the clinker is concrete. interground with about 5% of one or more of the forms of Because many of the questions raised relate to cement character- calcium sulfate (gypsum shown at left in photo) to form portland cement. -
New Mineral Names*,†
American Mineralogist, Volume 100, pages 1649–1654, 2015 New Mineral Names*,† DMITRIY I. BELAKOVSKIY1 AND OLIVIER C. GAGNE2 1Fersman Mineralogical Museum, Russian Academy of Sciences, Leninskiy Prospekt 18 korp. 2, Moscow 119071, Russia 2Department of Geological Sciences, University of Manitoba, Winnipeg, Manitoba R3T 2N2, Canada IN THIS ISSUE This New Mineral Names has entries for 10 new minerals, including debattistiite, evdokimovite, ferdowsiite, karpovite, kolskyite, markhininite, protochabournéite, raberite, shulamitite, and vendidaite. DEBATTISTIITE* for 795 unique I > 2σ(I) reflections] corner-sharing As(S,Te)3 A. Guastoni, L. Bindi, and F. Nestola (2012) Debattistiite, pyramids form three-membered distorted rings linked by Ag atoms in triangular or distorted tetrahedral coordination. Certain Ag9Hg0.5As6S12Te2, a new Te-bearing sulfosalt from Len- genbach quarry, Binn valley, Switzerland: description and features of that linkage are similar to those in the structures of crystal structure. Mineralogical Magazine, 76(3), 743–750. trechmannite and minerals of pearceite–polybasite group. Of the seven anion positions, one is almost fully occupied by Te (Te0.93S0.07). The Hg atom is in a nearly perfect linear coordination Debattistiite (IMA 2011-098), ideally Ag9Hg0.5As6S12Te2, is a new mineral discovered in the famous for Pb-Cu-Ag-As-Tl with two Te/S atoms. One of five Ag sites and Hg site, which are bearing sulfosalts Lengenbach quarry in the Binn Valley, Valais, very close (separation 1.137 Å), are partially occupied (50%). Switzerland. Debattistiite has been identified in two specimens Thus there is a statistical distribution (50:50) between Hg(Te,S)2 from zone 1 of the quarry in cavities in dolomitic marble with and AgS2(Te,S)2 polyhedra in the structure. -
The Influence Mechanism of Ettringite Crystals and Microstructure
materials Article The Influence Mechanism of Ettringite Crystals and Microstructure Characteristics on the Strength of Calcium-Based Stabilized Soil Youmin Han 1,2,3 , Junwu Xia 1,3,* , Hongfei Chang 1 and Jun Xu 4,5 1 State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Daxue Road, Xuzhou 221116, China; [email protected] (Y.H.); [email protected] (H.C.) 2 School of Architecture and Civil Engineering, Anhui Polytechnic University, Beijing Road, Wuhu 241000, China 3 Jiangsu Collaborative Innovation Center for Building Energy Saving and Construction Technology, Xueyuan Road, Xuzhou 221116, China 4 School of Civil Engineering and Architecture, Jiangsu University of Science and Technology, Changhui Road, Zhenjiang 212100, China; [email protected] 5 School of Materials Science and Engineering, Southeast University, Southeast University Road, Nanjing 211189, China * Correspondence: [email protected] or [email protected] Abstract: To reveal the influence mechanism of ettringite (AFt) crystals and microstructure character- istics on the strength of calcium-based stabilized soil, the strengths and microscopic properties of seven groups of stabilized soil samples were studied systematically through unconfined compressive strength, scanning electron microscope (SEM), X-ray diffraction (XRD), thermogravimetry (TG), and Fourier transform infrared spectroscopy (FTIR) testing methods. The results indicate that the strength of the cement-stabilized soil is relatively high because abundant calcium silicate hydrate (CSH) gels Citation: Han, Y.; Xia, J.; Chang, H.; coat the outer surface of soil particles to cement together. For the cement–gypsum-stabilized soil, Xu, J. The Influence Mechanism of Ettringite Crystals and superabundant thick and long AFt crystals make the pores in soil particles larger, and the sample Microstructure Characteristics on the becomes looser, resulting in lower strength than that of the cement-stabilized soil. -
Brownmillerite Ca2(Al, Fe )2O5 C 2001-2005 Mineral Data Publishing, Version 1
3+ Brownmillerite Ca2(Al, Fe )2O5 c 2001-2005 Mineral Data Publishing, version 1 Crystal Data: Orthorhombic. Point Group: mm2. As square platelets, to about 60 µm; massive. Physical Properties: Hardness = n.d. D(meas.) = 3.76 D(calc.) = 3.68–3.73 Optical Properties: Semitransparent. Color: Reddish brown. Optical Class: Biaxial (–). Pleochroism: Distinct; X = Y = yellow-brown; Z = dark brown. Orientation: Y and Z lie in the plane of the platelets; extinction in that plane is diagonal. α = < 2.02 β = > 2.02 γ = > 2.02 2V(meas.) = n.d. Cell Data: Space Group: Ibm2. a = 5.584(5) b = 14.60(1) c = 5.374(5) Z = 2 X-ray Powder Pattern: Near Mayen, Germany. 2.65 (vs), 7.19 (s), 2.78 (s), 1.93 (s), 2.05 (ms), 3.65 (m), 1.82 (m) Chemistry: (1) (2) (3) TiO2 1.5 1.9 Al2O3 17.2 22.3 13.1 Fe2O3 30.5 27.6 41.9 Cr2O3 0.1 n.d. MgO n.d. n.d. CaO 46.2 44.8 43.7 insol. 4.0 LOI 0.5 Total 94.4 100.3 100.6 (1) Near Mayen, Germany; by semiquantitative spectroscopy. (2) Hatrurim Formation, Israel; corresponds to Ca1.99(Al1.09Fe0.86Ti0.05)Σ=2.00O5. (3) Do.; corresponds to Ca1.95(Fe1.31Al0.64 Ti0.06)Σ=2.01O5. Occurrence: In thermally metamorphosed limestone blocks included in volcanic rocks (near Mayen, Germany); in high-temperature, thermally metamorphosed, impure limestones (Hatrurim Formation, Israel). Association: Calcite, ettringite, wollastonite, larnite, mayenite, gehlenite, diopside, pyrrhotite, grossular, spinel, afwillite, jennite, portlandite, jasmundite (near Mayen, Germany); melilite, mayenite, wollastonite, kalsilite, corundum (Kl¨och, Austria); spurrite, larnite, mayenite (Hatrurim Formation, Israel). -
How to Make Concrete More Sustainable Harald Justnes1
Journal of Advanced Concrete Technology Vol. 13, 147-154, March 2015 / Copyright © 2015 Japan Concrete Institute 147 Scientific paper How to Make Concrete More Sustainable Harald Justnes1 A selected paper of ICCS13, Tokyo 2013. Received 12 November 2013, accepted 16 February 2015 doi:10.3151/jact.13.147 Abstract Production of cement is ranking 3rd in causes of man-made carbon dioxide emissions world-wide. Thus, in order to make concrete more sustainable one may work along one or more of the following routes; 1) Replacing cement in con- crete with larger amounts of supplementary cementing materials (SCMs) than usual, 2) Replacing cement in concrete with combinations of SCMs leading to synergic reactions enhancing strength, 3) Producing leaner concrete with less cement per cubic meter utilizing plasticizers and 4) Making concrete with local aggregate susceptible to alkali silica reaction (ASR) by using cement replacements, thus avoiding long transport of non-reactive aggregate. 1 Introduction SCMs, also uncommon ones like calcined marl 2. Replacing cement in concrete with combinations of The cement industry world-wide is calculated to bring SCMs leading to synergic reactions enhancing about 5-8% of the total global anthropogenic carbon strength dioxide (CO2) emissions. The general estimate is about 3. Producing leaner concrete with less cement per cubic 1 tonne of CO2 emission per tonne clinker produced, if meter utilizing plasticizers. fossil fuel is used and no measures are taken to reduce it. 4. Making concrete with local aggregate susceptible to The 3rd rank is not because cement is such a bad mate- alkali silica reaction (ASR) by using cement re- rial with respect to CO2 emissions, but owing to the fact placements, thus avoiding long transport of non- that it is so widely used to construct the infrastructure reactive aggregate and buildings of modern society as we know it. -
Investigation of the Incompatibilities of Cement and Superplasticizers and Their Influence on the Rheological Behavior
materials Article Investigation of the Incompatibilities of Cement and Superplasticizers and Their Influence on the Rheological Behavior Ursula Pott 1, Cordula Jakob 2, Daniel Jansen 2, Jürgen Neubauer 2 and Dietmar Stephan 1,* 1 Department of Civil Engineering, Building Materials and Construction Chemistry, Technische Universität Berlin, 13355 Berlin, Germany; [email protected] 2 Department of Geography and Geosciences, GeoZentrum Nordbayern, Friedrich-Alexander-University, 91054 Erlangen, Germany; [email protected] (C.J.); [email protected] (D.J.); [email protected] (J.N.) * Correspondence: [email protected] Received: 2 December 2019; Accepted: 18 February 2020; Published: 21 February 2020 Abstract: The rheological behavior of cement paste and the improvement of its flowability takes center stage in many research projects. An improved flowability can be achieved by the addition of superplasticizers (SP), such as polycarboxylate ethers (PCE). In order to be able to use these PCEs effectively and in a variety of ways and to make them resistant to changes in the environment, it is crucial to understand the influence of SPs on cement hydration. For that reason, the topic of this paper was the incompatibility of a specific SP and an ordinary Portland cement (OPC). The incompatible behavior was analyzed using rheological tests, such as the spread flow test and penetration test, and the behavior was compared by means of an ultrasound technique and explained by the phase content measured by in-situ X-ray diffraction (XRD) the heat evolution measured by calorimetry, and scanning electron microscope (SEM) images. We showed that the addition of the SP in a high dosage led to a prevention of the passivation of the most reactive and aluminum-containing clinker phases, aluminate and brownmillerite. -
Raman Spectroscopy and Single-Crystal High-Temperature Investigations of Bentorite, Ca6cr2(SO4)3(OH)12·26H2O
minerals Article Raman Spectroscopy and Single-Crystal High-Temperature Investigations of Bentorite, Ca6Cr2(SO4)3(OH)12·26H2O Rafał Juroszek 1,* , Biljana Krüger 2 , Irina Galuskina 1 , Hannes Krüger 2 , Martina Tribus 2 and Christian Kürsten 2 1 Institute of Earth Sciences, Faculty of Natural Sciences, University of Silesia, B˛edzi´nska60, 41-205 Sosnowiec, Poland; [email protected] 2 Institute of Mineralogy and Petrography, University of Innsbruck, Innrain 52, 6020 Innsbruck, Austria; [email protected] (B.K.); [email protected] (H.K.); [email protected] (M.T.); [email protected] (C.K.) * Correspondence: [email protected]; Tel.: +48-516-491-438 Received: 28 November 2019; Accepted: 27 December 2019; Published: 30 December 2019 Abstract: The crystal structure of bentorite, ideally Ca Cr (SO ) (OH) 26H O, a Cr3+ analogue of 6 2 4 3 12· 2 ettringite, is for the first time investigated using X-ray single crystal diffraction. Bentorite crystals of suitable quality were found in the Arad Stone Quarry within the pyrometamorphic rock of the Hatrurim Complex (Mottled Zone). The preliminary semi-quantitative data on the bentorite composition obtained by SEM-EDS show that the average Cr/(Cr + Al) ratio of this sample is >0.8. Bentorite crystallizes in space group P31c, with a = b = 11.1927(5) Å, c =21.7121(10) Å, V = 2355.60(18) Å3, and Z = 2. The crystal structure is refined, including the hydrogen atom positions, to an agreement index R1 = 3.88%. The bentorite crystal chemical formula is Ca (Cr Al ) [(SO ) (CO ) ] (OH) ~25.75H O. -
Production and Hydration of Calcium Sulfoaluminate-Belite Cements Derived from Aluminium Anodising Sludge
This is a repository copy of Production and hydration of calcium sulfoaluminate-belite cements derived from aluminium anodising sludge. White Rose Research Online URL for this paper: http://eprints.whiterose.ac.uk/103378/ Version: Accepted Version Article: da Costa, E.B., Rodríguez, E.D., Bernal, S. et al. (3 more authors) (2016) Production and hydration of calcium sulfoaluminate-belite cements derived from aluminium anodising sludge. Construction and Building Materials, 122. pp. 373-383. ISSN 0950-0618 https://doi.org/10.1016/j.conbuildmat.2016.06.022 Reuse This article is distributed under the terms of the Creative Commons Attribution-NonCommercial-NoDerivs (CC BY-NC-ND) licence. This licence only allows you to download this work and share it with others as long as you credit the authors, but you can’t change the article in any way or use it commercially. More information and the full terms of the licence here: https://creativecommons.org/licenses/ Takedown If you consider content in White Rose Research Online to be in breach of UK law, please notify us by emailing [email protected] including the URL of the record and the reason for the withdrawal request. [email protected] https://eprints.whiterose.ac.uk/ Preprint of a paper published in Construction and Building Materials, 122(2016):373-383. Version of record is available at http://dx.doi.org/10.1016/j.conbuildmat.2016.06.022 1 Production and hydration of calcium sulfoaluminate-belite 2 cements derived from aluminium anodising sludge 3 Eugênio Bastos da Costa1, Erich D. Rodríguez1,2*, Susan A. -
New Data Оn Minerals
RUSSIAN ACADEMY OF SCIENCES FERSMAN MINERALOGICAL MUSEUM VOLUME 48 New Data оn Minerals FOUNDED IN 1907 MOSCOW 2013 ISSN 5-900395-62-6 New Data on Minerals. 2013. Volume 48. 162 pages, 128 photos, drawings and schemes. Publication of Institution of Russian Academy of Sciences, Fersman Mineralogical Museum RAS. This volume contains description of laptevite-(Ce), a new vicanite group mineral found in the Darai-Pioz alkaline massif, rare minerals of the baratovite-katayamalite solid solution from the Khodzha-Achkan alkaline massif in Kirgizia, listvenite-like phlogopite-magnesite gumbeites of the Berezovsky gold deposit in the Urals, polycrys- talline diamond aggregates from the Lomonosov deposit in the Arkhangelsk diamond province, and gypsum seg- regations from the bottom of the Okhotsk and Japan Seas. The results of fine investigation of trace elements in the crystal structure of molybdenite and experimental modeling of Pt and Pd sulfide crystallization during cooling in the central part of the Cu-Fe-S system are given. Separate section is devoted to 150th anniversary of the birth of V.I. Vernadsky. It contains papers about geo- chemical mineralogy of V.I. Vernadsky, his activity in nuclear power, and mineralogical taxonomies suggested by V.I. Vernadsky, J.D. Dana, A.G. Betekhtin, I.N. Kostov, G.P. Barsanov, and A.A. Godovikov. In the section Mineralogical Museums and Collections, the first information on products of Chinese stone-cut art in the collection of the Fersman Mineralogical Museum, Russian Academy of Sciences, brief historical review of the collection of diamond crystals of the same museum, and detail information on the new acquisitions in the muse- um in 2011–2012 are given. -
Novel Approach for Suppression of Ettringite Formation in Sulfate
applied sciences Article Novel Approach for Suppression of Ettringite Formation in Sulfate-Bearing Soil Using Blends of Nano-Magnesium Oxide, Ground Granulated Blast-Furnace Slag and Rice Husk Ash Khaled Ibrahim Azarroug Ehwailat, Mohd Ashraf Mohamad Ismail * and Ali Muftah Abdussalam Ezreig School of Civil Engineering, Universiti Sains Malaysia, Engineering Campus, Nibong Tebal 14300, Seberang Prai Selatan, Pulau Pinang, Malaysia; [email protected] (K.I.A.E.); [email protected] (A.M.A.E.) * Correspondence: [email protected] Abstract: The treatment of sulfate-bearing soil with calcium-based stabilizers such as cement or lime often results in ettringite formation, consequently leading to swelling and strength deterioration. Ettringite formation has negative environmental and economic effects on various civil engineering structures. This study was conducted to investigate the use of different materials (nano–magnesium oxide (M), ground granulated blast-furnace slag (GGBS), and rice husk ash (RHA)) for gypseous soil stabilization to prevent ettringite formation. Various tests were performed, including flexural strength, unconfined compression strength, linear expansion, and microstructure analysis (SEM/EDX), on lime (L)-, (M)-, (M-RHA)-, (M-GGBS)-, and (M-GGBS-RHA)-stabilized gypseous soil samples to determine Citation: Ehwailat, K.I.A.; Ismail, their properties. The results indicated that the swelling rates of the soil samples mixed with 20% M.A.M.; Ezreig, A.M.A. Novel M-RHA, M-GGBS, and M-GGBS-RHA binders were much lower (less than 0.01% of volume change) Approach for Suppression of than those of the soil samples mixed with 10% and 20% lime-stabilized binders after a curing period Ettringite Formation in of 90 days. -
Mayenite Ca12al14o33 C 2001-2005 Mineral Data Publishing, Version 1
Mayenite Ca12Al14O33 c 2001-2005 Mineral Data Publishing, version 1 Crystal Data: Cubic. Point Group: 43m (synthetic). In rounded anhedral grains, to 60 µm. Physical Properties: Hardness = n.d. D(meas.) = 2.85 D(calc.) = [2.67] Alters immediately to hydrated calcium aluminates on exposure to H2O. Optical Properties: Transparent. Color: Colorless. Optical Class: Isotropic. n = 1.614–1.643 Cell Data: Space Group: I43d (synthetic). a = 11.97–12.02 Z = 2 X-ray Powder Pattern: Near Mayen, Germany. 2.69 (vs), 4.91 (s), 2.45 (ms), 3.00 (m), 2.19 (m), 1.95 (m), 1.66 (m) Chemistry: (1) (2) (3) SiO2 0.4 Al2O3 45.2 49.5 51.47 Fe2O3 2.0 1.5 MnO 1.4 CaO 45.7 47.0 48.53 LOI 2.2 Total 95.1 99.8 100.00 (1) Near Mayen, Germany; by semiquantitative spectroscopy. (2) Hatrurim Formation, Israel; by electron microprobe, corresponding to (Ca11.7Mg0.5)Σ=12.2(Al13.5Fe0.25Si0.10)Σ=13.85O33. (3) Ca12Al14O33. Occurrence: In thermally metamorphosed limestone blocks included in volcanic rocks (near Mayen, Germany); common in high-temperature, thermally metamorphosed, impure limestones (Hatrurim Formation, Israel). Association: Calcite, ettringite, wollastonite, larnite, brownmillerite, gehlenite, diopside, pyrrhotite, grossular, spinel, afwillite, jennite, portlandite, jasmundite (near Mayen, Germany); melilite, wollastonite, kalsilite, brownmillerite, corundum (Kl¨och, Austria); spurrite, larnite, grossite, brownmillerite (Hatrurim Formation, Israel). Distribution: From the Ettringer-Bellerberg volcano, near Mayen, Eifel district, Germany. Found at Kl¨och, Styria, Austria. In the Hatrurim Formation, Israel. From Kopeysk, Chelyabinsk coal basin, Southern Ural Mountains, Russia. Name: For Mayen, Germany, near where the mineral was first described. -
Assessing the Pozzolanic Activity of Cements with Added Sugar Cane Straw Ash by Synchrotron X-Ray Diffraction and Rietveld Analysis ⇑ Guilherme A
Construction and Building Materials 98 (2015) 44–50 Contents lists available at ScienceDirect Construction and Building Materials journal homepage: www.elsevier.com/locate/conbuildmat Assessing the pozzolanic activity of cements with added sugar cane straw ash by synchrotron X-ray diffraction and Rietveld analysis ⇑ Guilherme A. Calligaris a, Margareth K.K.D. Franco b, , Laurence P. Aldrige c, Michelle S. Rodrigues d, Antônio Ludovico Beraldo d, Fabiano Yokaichiya b,e, Xavier Turrillas f, Lisandro P. Cardoso a a Universidade Estadual de Campinas (UNICAMP), Instituto de Física Gleb Wataghin (IFGW), 13083-859 Campinas, SP, Brazil b Comissão Nacional de Energia Nuclear (CNEN), Instituto de Pesquisas Energéticas e Nucleares (IPEN), Reator Multipropósito Brasileiro (RMB), Brazil c Institute of Material Engineering, ANSTO, PMB 1 Menai, New South Wales 2234, Australia d Universidade Estadual de Campinas (UNICAMP), Faculdade de Engenharia Agrícola (FEAGRI), Campinas, SP, Brazil e Helmholtz-Zentrum Berlin für Materialien und Energie (HZB), Germany f Consejo Superior de Investigaciones Científicas, Institut de Ciència de Materials de Barcelona, Spain highlights Sustainability is the key word in the development of new technologies. The use of alternative materials in the cement paste is focused. Cement pastes and cement pastes blended with Sugar Cane Straw Ashes were studied. Our findings contribute in the phase identifications of cementitious pastes. The pozzolanicity of the agroindustrial wastes was proven using synchrotron radiation. article info abstract Article history: Sugar and alcohol industries generate large amount of wastes that could produce ashes of great reactivity Received 6 June 2014 with pozzolan properties. The objective of this paper is to evaluate the pozzolanicity of Sugar Cane Straw Received in revised form 7 August 2015 Ashes (SCSA), thermal treated, at different curing times.