Thermodynamics of Cement Hydration

Total Page:16

File Type:pdf, Size:1020Kb

Thermodynamics of Cement Hydration UNIVERSITY OF ABERDEEN DEPARTMENT OF CHEMISTRY Thermodynamics of Cement Hydration by Thomas Matschei Dipl.-Ing., Bauhaus University Weimar A Thesis presented for the degree of Doctor of Philosophy at the University of Aberdeen Aberdeen, 06 December 2007 Declaration This Thesis is submitted to the University of Aberdeen for the degree of Doctor of Philosophy. It is a record of the research carried out by the author, under the supervision of Professor F.P. Glasser. It has not been submitted for any previous degree or award, and is believed to be wholly original, except where due acknowledgement is made. Thomas Matschei Aberdeen, December 2007 Abstract 3 Abstract The application of thermodynamic methods to cement science is not new. About 80 years ago, Bogue wrote a series of equations describing the relationship between clinker raw meal chemical composition and the mineralogy of the finished clinker. These enabled the amounts of minerals to be calculated from a bulk chemical composition. Fundamental to the equations was a precise description of the high temperature equilibrium achieved during clinkering. Bogue admitted four oxide components into the calculation; lime, alumina, silica and ferric oxide and assumed that equilibrium was attained (or very nearly attained) during clinkering. This approach, which is, with modifications, still a widely used tool to quantify cement clinkering, was one of the main motivations of this work. Thus the overall aim of this Thesis is to provide a generic toolkit, which enables the quantification of cement hydration. The use of thermodynamic methods in cement hydration was often doubted, as the water-cement system was considered to be too complex. Furthermore metastable features occur, e.g. C-S-H, which lead to the conclusion cement hydration is a “non-equilibrium” process. Nevertheless pioneering works, by Damidot and Glasser, as well as from other groups e.g. Reardon et al. and Berner et al. prove that cement hydration follows the basic principles of physical chemistry by minimisation of the free energy of an isochemical system. Hence these studies demonstrated the usefulness of thermodynamic equilibrium models in cement hydration. However the success and the accuracy of these predictions are strongly linked to a reliable thermodynamic database, including the standard state properties of the aqueous species and the cement hydrates. Whereas the thermodynamic properties of the aqueous ions are well described in the literature, the dataset for cement hydrates is incomplete or inconsistent, or both. Thus the main goal of this Thesis was to develop a consistent thermodynamic database, which enables the assessment of the constitution of hydrated Portland cements. Because hydrated concretes are exposed to different service temperatures, data were obtained in the range ~1°C to 99°C. The database is developed for commonly-encountered cement substances including C-S-H, Ca(OH)2, selected AFm, AFt and hydrogarnet compositions as well as solid solutions. Literature data were critically assessed and completed with own experiments. The tabulated thermodynamic properties were derived by a harmonisation of the available data. The new database enables the hydrate mineralogy to be calculated from the bulk chemical composition of the system: most solid assemblages, the persistence of C-S-H and failure to nucleate siliceous hydrogarnet apart, correspond closely to equilibrium. This realisation means that hydrate assemblages can be controlled. The development of a thermodynamic approach also enables a fresh look at how mineralogical changes occur as a function of cement composition as well as in response to environmentally-conditioned reactions. According to a literature review the constitution of the AFm phase in Portland cement is very sensitive with respect to its chemical environment. Except for limited replacement of sulfate by hydroxide, AFm phases do not form solid solutions and, from the mineralogical standpoint, behave as separate phases. Therefore, in dependence of the bulk chemical composition, many hydrated cements will contain mixtures of AFm phases rather than a single AFm solid solution. Relative to previous databases, sulfate-AFm is shown to have a definite range of stability at 25°C thus removing long-standing disagreement with theory about its persistence in hydrated cement pastes. - 2- Carbonate is shown to interact strongly with AFm and displaces OH and SO4 at species activities Abstract 4 commonly-encountered in cement systems across a broad range of temperatures ≤50°C. Many of the predicted reactions were confirmed by focussed experiments and literature studies. Possible anion substitutions in the AFt phase were investigated. Non-ideal thermodynamic models for SO4-CO3-AFt and ettringite-thaumasite solid solutions were derived from solubility experiments. Whereas at 25°C only minor anion substitution is likely, low temperatures tend to stabilise carbonate substituted AFt phases. Possible pathways of thaumasite formation were developed. It was concluded that there is no single route of thaumasite formation, but several pathways for thaumasite formation may occur simultaneously. Limestone, mainly consisting of calcite, is a permitted additive to Portland cements up to a 5 wt.-% limit under EN 197. The final chapter, on the impact of calcite addition upon cement hydration, enables a quantitative approach to its interaction with cement phases and prediction of space filling properties of pastes. The distribution of sulfate in AFt and AFm is much affected by the presence of carbonate. In the presence of portlandite the stabilisation of carboaluminate results in changes of the amounts of both portlandite and AFt: specimen calculations are presented to quantify these changes. Calculations of the specific volume of solids as a function of calcite addition suggest that the space filling ability of the paste is optimised when the calcite content is adjusted to maximise the AFt content. Additional calculations show how sulfate and carbonate distribution are affected by temperature. Carboaluminates become increasingly unstable at elevated temperatures, ≥ 50°C, whereas carbonate substitution in AFt is favoured at low temperatures in the presence of calcite. The resulting consequences of thermal cycles on the space filling properties of hydrated cements are discussed. Keywords: thermodynamics, thermodynamic data, modelling, cement hydration, AFm, AFt, sulfate, carbonate Acknowledgement 5 Acknowledgement Several people contributed to the successful completion of this Thesis, to whom I am grateful and indebted: Professor Fred Glasser for his excellent supervision of this project during my time in Aberdeen. I am most grateful for the advice and support he gave me throughout the duration of this Thesis. I enjoyed our long-lasting, motivating and academically stimulating discussions, mainly related to cement -surely one of the most fascinating manmade materials of this world-, but also to several other aspects of “daily life”. Dr. Barbara Lothenbach, EMPA Dűbendorf, my Thesis co-supervisor, for invaluable assistance with questions about thermodynamic modelling and guidance with GEMS-PSI. Her enthusiasm contributed to the completion of the database and related applications. My industrial advisors, Dr. Ellis Gartner, Lafarge Central Research, France, and Dr. Duncan Herfort, Aalborg Portland Group, Denmark, for stimulating discussions and guidance during this work. Nanocem, a research network of European cement producers and academic institutions, for funding this work and for giving me the opportunity to present and discuss the results at several intern meetings as well as at international conferences. Special thanks to Professor Karen Scrivener, representing members of Nanocem and the Nanocem steering-committee, for valuable discussions and helpful critics during the preparation of publications related to this Thesis. I would like to thank Marie-Alix Dalang-Secrétan for her help with administration throughout this project and for assistance with the preparation of the Workshop “Thermodynamic Modelling”. Dr. Dmitrii Kulik, PSI, Switzerland, for troubleshooting and assistance with GEMS-PSI and for helpful advice during the preparation of the thermodynamic database. In that respect I would also like to thank Dr. John Gisby, NPL, UK, for his comments. The staff of the Chemistry Department, University of Aberdeen, for technical assistance. I would like to thank Professor Jőrg Feldmann and his TESLA-team for invaluable guidance and introduction in “analytical methods for civil engineers” as well as for giving me the opportunity to participate in “various” group meetings. Thanks to Professor Donald Macphee for inspiring discussions about cement science, especially with respect to thaumasite formation. I enjoyed the refreshing discussions with the recently formed “cement-group” as well as with my colleagues from office “G 85”. The staff at EMPA Dűbendorf, for great technical and intellectual support during my stay in Switzerland. I would like to thank my examiners, Professor Denis Damidot, Ecole des Mines de Douai, France, and Professor Donald Macphee, University of Aberdeen, for critically reviewing this work. Finally, special thanks go to Kristina,… for her infinite patience with this “cement guy” my friends, whose support I appreciated throughout the years ein besonderes Dankeschőn gebűhrt meiner Familie in Deutschland, insbesondere meinen Eltern, Grosseltern, sowie allen Verwandten, die mich űber Jahre hinweg
Recommended publications
  • Microstructural and Compressive Strength Analysis for Cement Mortar with Industrial Waste Materials
    Available online at www.CivileJournal.org Civil Engineering Journal Vol. 6, No. 5, May, 2020 Microstructural and Compressive Strength Analysis for Cement Mortar with Industrial Waste Materials Zahraa Fakhri Jawad a, Rusul Jaber Ghayyib a, Awham Jumah Salman a* a Al-Furat Al-Awsat Technical University, Najaf, Kufa, Iraq. Received 06 December 2019; Accepted 02 March 2020 Abstract Cement production uses large quantities of natural resources and contributes to the release of CO2. In order to treat the environmental effects related to cement manufacturing, there is a need to improve alternative binders to make concrete. Accordingly, extensive study is ongoing into the utilization of cement replacements, using many waste materials and industrial. This paper introduces the results of experimental investigations upon the mortar study with the partial cement replacement. Fly ash, silica fume and glass powder were used as a partial replacement, and cement was replaced by 0%, 1%, 1.5%, 3% and 5% of each replacement by the weight. Compressive strength test was conducted upon specimens at the age of 7 and 28 days. Microstructural characteristic of the modified mortar was done through the scanning electron microscope (SEM) vision, and X-ray diffraction (XRD) analysis was carried out for mixes with different replacements. The tests results were compared with the control mix. The results manifested that all replacements present the development of strength; this improvement was less in the early ages and raised at the higher ages in comparison with the control specimens. Microstructural analysis showed the formation of hydration compounds in mortar paste for each replacement. This study concluded that the strength significantly improved by adding 5% of silica fume compared with fly ash and glass powder.
    [Show full text]
  • 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).
    [Show full text]
  • Evolution of Geochemical Conditions in SFL 3-5
    SE0000146 R-99-15 Evolution of geochemical conditions in SFL 3-5 Fred Karlsson Svensk Kambranslehantering AB Maria Lindgren, Kristina Skagius, Marie Wiborgh Kemakta Konsult AB Ingemar Engkvist Barseback Kraft AB December 1999 Svensk Karnbranslehantering AB Swedish Nuclear Fuel and Waste Management Co Box 5864 SE-102 40 Stockholm Sweden Tel 08-459 84 00 +46 8 459 84 00 Fax 08-661 57 19 +46 8 661 57 19 J> ISSN 1402-3091 SKB Rapport R-99-15 Evolution of geochemical conditions in SFL 3-5 Fred Karlsson Svensk Karnbranslehantering AB Maria Lindgren, Kristina Skagius, Marie Wiborgh Kemakta Konsult AB Ingemar Engkvist Barseback Kraft AB December 1999 Keywords: geochemical conditions, deep repository, near-field chemistry, concrete, evolution, LILW. Abstract The evolution of geochemical conditions in the repository for long-lived low- and intermediate-level waste, SFL 3-5, and in the vicinity of the repository are important when predicting the retention of radionuclides and the long-term stability of engineered barriers. In this study the initial conditions at different repository sites at 300 - 400 m depth, the influence of repository construction and operation, the expected conditions after repository closure and saturation, and the evolution in a long-term perspective are discussed. Groundwaters that are found at these depths have near-neutral pH and are reducing in character, but the composition can vary from saline to non-saline water. The water chemistry in the near-field will mainly be influenced by the composition of the groundwater and by the large amounts of cementitious material that can be found in the repository.
    [Show full text]
  • Crystal Structure of the High-Pressure Phase of Calcium Hydroxide, Portlandite: in Situ Powder and Single-Crystal X-Ray Diffraction Study
    American Mineralogist, Volume 98, pages 1421–1428, 2013 Crystal structure of the high-pressure phase of calcium hydroxide, portlandite: In situ powder and single-crystal X-ray diffraction study RIKO IIZUKA,1,2,3,* TAKEHIKO YAGI,1,3 KAZUKI KOMATSU,2 HIROTADA GOTOU,1 TAKU TSUCHIYA,3 KEIJI KUSABA,4 AND HIROYUKI KAGI2 1Institute for Solid State Physics, The University of Tokyo, 5-1-5 Kashiwanoha, Kashiwa, 277-8581, Japan 2Geochemical Research Center, Graduate School of Science, The University of Tokyo, Hongo 7-3-1, Bunkyo-ku, Tokyo 113-0033, Japan 3Geodynamics Research Center, Ehime University, 2-5 Bunkyo-cho, Matsuyama 790-8577, Japan 4Department of Materials Science, Nagoya University, Nagoya, 464-8603, Japan ABSTRACT The crystal structure of a high-pressure phase of calcium hydroxide, Ca(OH)2 (portlandite), was clarified for the first time using the combination of in situ single-crystal and powder X-ray diffraction measurements at high pressure and room temperature. A diamond-anvil cell with a wide opening angle and cell-assembly was improved for single-crystal X-ray diffraction experiments, which allowed us to successfully observe Bragg reflections in a wide range of reciprocal space. The transition occurred at 6 GPa and the crystal structure of the high-pressure phase was determined to be monoclinic at 8.9 GPa and room temperature [I121; a = 5.8882(10), b = 6.8408(9), c = 8.9334(15) Å, β = 104.798(15)°]. The transition involved a decrease in molar volume by approximately 5.8%. A comparison of the structures of the low- and high-pressure phases indicates that the transition occurs by a shift of CaO6 octahedral layers in the a-b plane along the a-axis, accompanied by up-and-down displacements of Ca atoms from the a-b plane.
    [Show full text]
  • Calcium-Aluminum-Silicate-Hydrate “
    Cent. Eur. J. Geosci. • 2(2) • 2010 • 175-187 DOI: 10.2478/v10085-010-0007-6 Central European Journal of Geosciences Calcium-aluminum-silicate-hydrate “cement” phases and rare Ca-zeolite association at Colle Fabbri, Central Italy Research Article F. Stoppa1∗, F. Scordari2,E.Mesto2, V.V. Sharygin3, G. Bortolozzi4 1 Dipartimento di Scienze della Terra, Università G. d’Annunzio, Chieti, Italy 2 Dipartimento Geomineralogico, Università di Bari, Bari, Italy 3 Sobolev V.S. Institute of Geology and Mineralogy, Siberian Branch of the Russian Academy of Sciences, Novosibirsk 630090, Russia 4 Via Dogali, 20, 31100-Treviso Received 26 January 2010; accepted 8 April 2010 Abstract: Very high temperature, Ca-rich alkaline magma intruded an argillite formation at Colle Fabbri, Central Italy, producing cordierite-tridymite metamorphism in the country rocks. An intense Ba-rich sulphate-carbonate- alkaline hydrothermal plume produced a zone of mineralization several meters thick around the igneous body. Reaction of hydrothermal fluids with country rocks formed calcium-silicate-hydrate (CSH), i.e., tobermorite- afwillite-jennite; calcium-aluminum-silicate-hydrate (CASH) – “cement” phases – i.e., thaumasite, strätlingite and an ettringite-like phase and several different species of zeolites: chabazite-Ca, willhendersonite, gismon- dine, three phases bearing Ca with the same or perhaps lower symmetry of phillipsite-Ca, levyne-Ca and the Ca-rich analogue of merlinoite. In addition, apophyllite-(KF) and/or apophyllite-(KOH), Ca-Ba-carbonates, portlandite and sulphates were present. A new polymorph from the pyrrhotite group, containing three layers of sphalerite-type structure in the unit cell, is reported for the first time. Such a complex association is unique.
    [Show full text]
  • Secondary Ettringite Formation in Concrete Subjected to Different Curing Conditions
    CORE Metadata, citation and similar papers at core.ac.uk Provided by Centro de Servicios en Gestión de Información Cement and Concrete Research 30 (2000) 1407±1412 Secondary ettringite formation in concrete subjected to different curing conditions Oscar R. Batica,*, Carlos A. Milanesia, Pedro J. Maizab, Silvina A. Marfilb aLaboratorio de Entrenamiento Multidisciplinario para la InvestigacioÂn TecnoloÂgica, (LEMIT-CIC), Calle 52 entre 121 y 122, La Plata 1900, Argentina b Departamento de GeologÂa, Universidad Nacional del Sur, San Juan 670, BahÂa Blanca 8000, Argentina Received 20 September 1999; accepted 16 June 2000 Abstract The large amount of ettringite detected in concrete affected by different failure mechanisms (alkali-silica reaction [ASR], freezing and thawing [FT], and wetting and drying [WD]) in sulfate-free environments has been a matter of concern for many researchers over the past years. Two major lines to approach this issue have been defined. One of them considers ettringite as the main cause of damage and the other assumes that it appears after concrete distress. In order to contribute to the clarification of this phenomenon, research was conducted to cover the above issues. This paper reports on the conclusions arrived at up to date, from studies conducted on concrete affected by different damaging mechanisms: FT, WD, and precracking induced by loading and ASR. Changes in length and mechanical strength of test concrete are reported, as well as the evaluations made by optical microscopy (OM), scanning electron microscopy (SEM) and energy dispersive X-ray analysis (EDAX). Secondary ettringite formation (SEF) is closely linked to pore fluid transport in the mass of concrete.
    [Show full text]
  • Etching Deterioration the Point of Attack!
    Etching Deterioration The point of attack! Presented by: Alan Smith NPC Annual Conference February 9, 2018 1 – 3 Years After Placement Cement Microstructure And Properties In The Beginning. Its mixed, its placed and finished, its filled. Hydration = Chemical Changes A typical swimming pool cementitious surface consists of a mixture of white hydraulic Portland cement ASTM C150, white sand (typically limestone, quartz silica) and water. The five principle compounds that make up the cement paste when cement and water are combined are tricalcium silicate (C3S), dicalcium silicate (C2S), tricalcium aluminate (C3A) tetracalcium aluminoferrite (C4AF) and Calcium hydroxide (CH). Of these principle compounds, calcium hydroxide (CH) which makes up approximately 24%-27% of the new compounds, is the most soluble. Calcium silicate hydrate (C-S-H) which makes up approximately 60% of the new compounds is the densest and strongest. When all the ingredients are mixed together you have aggregates, cement paste, void spaces shrink cracking and interfacial transition zones (ITZ) that make up the total cement matrix. Interfaces, shrink cracks and transition zones are part of the basic microstructure and properties of all cement products. Portlandite Portlandite is a rare oxide mineral, the naturally occurring form of calcium hydroxide. It is the calcium analogue of brucite. It was named Portlandite because the chemical calcium hydroxide is a common hydrolysis product of Portland cement. Mohs Scale Hardness: 2 Calcite Calcite is a carbonate mineral and the most stable polymorph of calcium carbonate. The other polymorphs are the minerals aragonite and vaterite. Calcite has a wide range of applications, such as soil remediation, soil stabilization and concrete repair.
    [Show full text]
  • Cementitious Phases
    CEMENTITIOUS PHASES In the context of waste confinement and, more specifically, waste from the nuclear industry, concrete is used both as a confinement and a building material. High-level long lived radwaste and some of the intermediate level wastes are exothermic (e.g. compacted hulls and endspecies) and then, temperature exposure of concrete backfill and packages must be considered. The present work aims at defining the solubility constants of the minerals that compose cement pastes, based on the most recent works on this subject and in agreement with the Thermochimie data base. Data selection takes into consideration a range of temperatures from 10 to 100°C. This implies to develop a thermodynamic database complete enough in terms of mineral phases. This also implies to focus the selection not only on the equilibrium constants but on the enthalpy of formation and the heat capacity of each mineral. The chemical system investigated is a complex one, CaO-SiO -Al O -MgO-Fe O -CO -SO -Cl-H O. This 2 2 3 2 3 2 3 2 includes nanocrystalline and crystalline C-S-H phases and accessory cementitious mineral such as ettringite or katoite, for example. In summary, a solubility model for cement phases is proposed in Thermochimie because: - cement is a key material for containment barriers - available models still carry on problems concerning katoite, monosulfoaluminates - available models are not consistent with Thermochimie 1 PRELIMINARY ASPECTS OF THE SELECTION PROCEDURE 1.1 SELECTION GUIDELINES The selection for thermodynamic properties of cementitious minerals is proceeds following different guidelines : - when possible, we avoid fitting LogK(T) functions, as well as averaging equilibrium constants.
    [Show full text]
  • THE ~Lineralogy of the HATRURIM FORMATION, ISRAEL
    THE ~lINERALOGY OF THE HATRURIM FORMATION, ISRAEL ABSTRACT The l]atrurim Formation, (formerly known as the reported from only one locality. "Mottled Zone") is <1 unique rock complex, exposed Optical data, X-ray diffraction data, thermal analyses, mainly in the Judean Desert. It was apparently de­ chemical analyses and crystal morphology (by SEM) posited as a normal marine, chalky-marly sequence of of the minerals were obtained. Chemical analyses of Campanian to Neogene age, but is today largely com­ naturally occurring tricakium silicate (batrurite). nagel­ posed of high-temperature metamorphic minerals schmidtite, portlandite and 6CaO.2Fe2 0\.AI2O~ (un­ corresponding to the sanidinite and pyroxene-hornfels named) are reported for the first time. facies. No indication of contact metamorphism is, Most of the minerals were formed during one of the however, found in the area. One hundred fourteen following stages: low to high-grade metamorphism, minerals are described. Eight of them were previously retrograde metamorphism, hydrothermal alteration and known only as synthetic products and five others were weathering processes. INTRODUCfION age), and clays and marls of the Taqiye Forma­ tion (Dano-Paleocene Age), are found overlying A. The Hatrurim Formation: flint and phosphorite beds of the Mishash description and occurrence Formation (Campanian age). In many outcrops and in subsurface sections, these rocks are The present mineralogical investigation of the bituminous. The lower part of the Ghareb ijatrurim Formation (Gvirtzman and Buch­ Formation may contain up to 26% organic binder, 1966), formerly described as the Mottled matter and can be classified as oil shales (Shahar Zone Complex (Picard 1931; Bentor 1960), is and Wurzburger, 1967).
    [Show full text]
  • 2 in the Presence of Nopal Juice (Opuntia Ficus Indica)
    Article Cite This: Langmuir 2017, 33, 10936-10950 pubs.acs.org/Langmuir Crystallization and Colloidal Stabilization of Ca(OH)2 in the Presence of Nopal Juice (Opuntia ficus indica): Implications in Architectural Heritage Conservation † † † † Carlos Rodriguez-Navarro,*, Encarnacion Ruiz-Agudo, Alejandro Burgos-Cara, Kerstin Elert, ‡ § and Eric F. Hansen , † Departamento Mineralogia y Petrologia, Universidad de Granada, Fuentenueva s/n, 18002 Granada, Spain ‡ The Getty Conservation Institute, 1200 Getty Center Drive, Suite 700, Los Angeles, California 90049−1684, United States *S Supporting Information ABSTRACT: Hydrated lime (Ca(OH)2) is a vernacular art and building material produced following slaking of CaO in water. If excess water is used, a slurry, called lime putty, forms, which has been the preferred craftsman selection for formulating lime mortars since Roman times. A variety of natural additives were traditionally added to the lime putty to improve its quality. The mucilaginous juice extracted from nopal cladodes has been and still is used as additive incorporated in the slaking water for formulation of lime mortars and plasters, both in ancient Mesoamerica and in the USA Southwest. Little is known on the ultimate effects of this additive on the crystallization and microstructure of hydrated lime. Here, we show that significant changes in habit and size of portlandite crystals occur following slaking in the presence of nopal juice as well as compositionally similar citrus pectin. Both additives contain polysaccharides made up of galacturonic acid and neutral sugar residues. The carboxyl (and hydroxyl) functional groups present in these residues and in their alkaline degradation byproducts, which are deprotonated at the high pH (12.4) produced during lime slaking, strongly interact with newly formed Ca(OH)2 crystals acting in two ways: (a) as nucleation inhibitors, promoting the formation of nanosized crystals, and (b) as habit fi modi ers, favoring the development of planar habit following their adsorption onto positively charged (0001)Ca(OH)2 faces.
    [Show full text]
  • Nucleation of Calcium Silicate Hydrate in Aqueous Solution and the Influence of Biomolecules on Cement Hydration
    Nucleation of calcium silicate hydrate in aqueous solution and the influence of biomolecules on cement hydration. Dissertation Erlangung des akademischen Grades ‚Doktor der Naturwissenschaften‘ am Fachbereich Chemie, Pharmazie und Geowissenschaften der Johannes Gutenberg-Universität Mainz Nina Krautwurst geboren in Mainz Mainz, Juni 2017 1 Dekanin: Prof. Dr. Angelika Kühnle Gutachter/in: 1. Prof. Dr. Wolfgang Tremel 2. Priv. Doz. Ute Kolb 3. Prof. Dr. Karl W. Klinkhammer 2 Declaration Hereby, I declare that I have composed this work on my own and using exclusively the quote references and resources. Literally or correspondingly adapted material has been marked accordingly. Erklärung Hiermit erkläre ich, dass ich die vorliegende Arbeit selbstständig und nur mit den angegebenen Quellen und Hilfsmitteln angefertigt habt. Wörtlich oder sinngemäß übernommenes Gedankengut habe ich als solches kenntlich gemacht. Ort, Datum Nina Krautwurst 3 4 Preface/Acknowledgement Diese Arbeit entstand im Zeitraum von April 2014 bis März 2017 an verschiedenen Forschungseinrichtungen in Deutschland, England und Frankreich. Begonnen im April 2014 an der Universität Mainz am Instit für Anorganische und Analytische Chemie folgte ein Forschungsaufenthalt an der Universität York in England sowie eine Messreise an die European Synchrotron Radiation Facility in Grenoble. Die Doktorarbeit ist ein von der BASF ins Leben gerufenes Projekt über die Kristallisationskontrolle von C-S-H. Es ist ein Kooperationsprojekt zusammen mit der Arbeitsgruppe Paulsen des Instituts für Allgemeine Botanik der Universitä Mainz sowie der BASF Construction Chemicals in Trostberg. Viele Menschen haben mich während dieser Zeit unterstützt, wofür ich Ihnen an dieser Stelle danken möchte. Zuallererst möchte ich ganz herzlich Herr Prof. Wolfgang Tremel danken für sein Vertrauen in meine Arbeit und seine Unterstützung und Betreuung wie auch für all die Diskussionen, die wir in den letzten 3 Jahren hatten und die mich stark weitergebracht haben.
    [Show full text]
  • Portlandite, a New Mineral from Scawt Hill, Co. Antrim. by C
    419 Portlandite, a new mineral from Scawt Hill, Co. Antrim. By C. E. TILLEu Ph.D., B.Sc. Professor of Mineralogy and Petrology, University of Cambridge. [Read June 15, 1933.] HOUGH calcium hydroxide has long been known as a product of T hydrolysis of Portland cement, reliable data on its physical and optical properties were not available until Ashton and Wilson 1 pre- pared this substance artificially and had examined crystals developed in rugs in old cement briquettes. In examining some recently col- lected larnite-spurrite-rocks from Scawt Hill the writer observed crystals now shown to be Ca(0H)~ as constituents of aggregates com- posed mainly of coarsely grained afwillite, forming infillings in these contact-rocks. In the previous record of afwillite at Scawt Hill2 this mineral was noted as microscopic euhedral crystals in cavities in an altered crust to a spurrite-rock. Since that time, however, afwillite has been frequently observed in infillings associated with the melilite-rocks of the contact-zone and accompanied by calcite and ettringite. The infillings now referred to consist essentially of afwillite, calcite, and a colourless hexagonal platy mineral unsuited for goniometrical examination, with a perfect cleavage parallel to the plates. The plates posse~s a pearly lustre and in their hardness, sectility, and flexibility are reminiscent of brucite. The optical properties of this mineral do not agree, however, with any described mineral. The mineral is sectile, and cleavage plates are flexible ; hardness 2, inter- mediate between gypsum and rock-salt, and specific gravity 2.23. The plates show an excellent uniaxial negative interference-figure.
    [Show full text]