Evaluation of Pozzolanic Activity for Effective Utilization of Dredged Sea Soil
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Evaluation of Ash Pozzolanic Activity by Means of the Strength Activity Index Test, Frattini Test and DTA/TG Analysis
ISSN 1330-3651 (Print), ISSN 1848-6339 (Online) https://doi.org/10.17559/TV-20171203193229 Original scientific paper Evaluation of Ash Pozzolanic Activity by Means of the Strength Activity Index Test, Frattini Test and DTA/TG Analysis Sabina KRAMAR, Vilma DUCMAN Abstract: The pozzolanic activity of five different types of ash was studied using various direct and indirect methods. In addition to strength activity index (SAI) determination and the Frattini test, ash pozzolanicity was assessed via differential thermal and thermogravimetric analyses (DTA/TG) after curing for 7, 28 and 90 days. The results showed that, due to their respective mineralogical, chemical and physical characteristics, the ashes exhibited different levels of pozzolanic activity in terms of the amount of lime with which they could chemically bind, as well as reaction kinetics. Although SAI and Frattini test results were not in agreement in the case of some of the ashes, DTA/TG analysis revealed that a certain amount of portlandite was consumed, thus confirming the occurrence of a pozzolanic reaction. The results also showed that ashes with higher amounts of reactive SiO2 were more reactive, while those with higher BET surface areas displayed a faster pozzolanic reaction rate. Keywords: biomass ash, DTA/TG, fly ash, Frattini test, pozzolanic activity, SAI 1 INTRODUCTION [7]. The utilisation potential of fly ash is mainly controlled by its chemical composition, but also by particle size, Supplementary cementitious materials (SCMs), amorphous phase content, specific surface area, including fly ash, ground granulated blast furnace slag, morphology and surface texture [8-10]. In contrast to those silica fume, calcined clays and natural pozzolans, are obtained from coal combustion, biomass fly ashes are increasingly used in the construction sector, e.g. -
Alkali-Silica Reactivity: an Overview of Research
SHRP-C-342 Alkali-Silica Reactivity: An Overview of Research Richard Helmuth Construction Technology Laboratories, Inc. With contributions by: David Stark Construction Technology Laboratories, Inc. Sidney Diamond Purdue University Micheline Moranville-Regourd Ecole Normale Superieure de Cachan Strategic Highway Research Program National Research Council Washington, DC 1993 Publication No. SHRP-C-342 ISBN 0-30cL05602-0 Contract C-202 Product No. 2010 Program Manager: Don M. Harriott Project Maxtager: Inam Jawed Program AIea Secretary: Carina Hreib Copyeditor: Katharyn L. Bine Brosseau May 1993 key words: additives aggregate alkali-silica reaction cracking expansion portland cement concrete standards Strategic Highway Research Program 2101 Consti!ution Avenue N.W. Washington, DC 20418 (202) 334-3774 The publicat:Lon of this report does not necessarily indicate approval or endorsement by the National Academy of Sciences, the United States Government, or the American Association of State Highway and Transportation Officials or its member states of the findings, opinions, conclusions, or recommendations either inferred or specifically expressed herein. ©1993 National Academy of Sciences 1.5M/NAP/593 Acknowledgments The research described herein was supported by the Strategic Highway Research Program (SHRP). SHRP is a unit of the National Research Council that was authorized by section 128 of the Surface Transportation and Uniform Relocation Assistance Act of 1987. This document has been written as a product of Strategic Highway Research Program (SHRP) Contract SHRP-87-C-202, "Eliminating or Minimizing Alkali-Silica Reactivity." The prime contractor for this project is Construction Technology Laboratories, with Purdue University, and Ecole Normale Superieure de Cachan, as subcontractors. Fundamental studies were initiated in Task A. -
A Study of Strength Activity Index of Ground Coarse Fly Ash with Portland Cement
R ESEARCH ARTICLE ScienceAsia 25 (1999) : 223-229 A Study of Strength Activity Index of Ground Coarse Fly Ash with Portland Cement Chai Jaturapitakkul*, Kraiwood Kiattikomol and Smith Songpiriyakij Department of Civil Engineering, King Mongkut's University of Technology Thonburi, Bangkok 10140, Thailand. * Corresponding author. Received 16 February 1999 ABSTRACT Fly ash, from Mae Moh power plant, was classified by air classifier to yield fine and coarse fractions. The coarse fly ash was ground and classified again into 3 sizes. Four different sizes of fly ash from the process including the original fly ash were replaced cement 20% by weight to make mortars. Chemical and physical properties of all fly ashes were tested. Setting times of fly ash-cement pastes and compressive strength of fly ash-cement mortars were investigated, and compared with those of the control. The results revealed that slight change in chemical composition of processed fly ashes did not give much effect on the compressive strength, whereas, the fineness of fly ash played a more important factor on the compressive strength development rate. More than 110% of strength activity index of ground coarse fly ash mortar can be achieved as early as 1 to 3 days since the coarse fly ash is not in crystalline phase. KEYWORDS: fly ash, coarse fly ash, fineness, mortar, strength activity index. INTRODUCTION showed that the small particle size of fly ash was a good source of pozzolanic material7. Later, classified Fly ash, as defined by ACI 116,1 is the finely fly ash by air cycling was developed at King divided residue resulting from the combustion of Mongkut’s Institute of Technology Thonburi ground or powdered coal and which is transported (KMITT) in 1996 which be able to select the mean from the firebox through the boiler by flue gases; particle size down to 3 micron.8 The test results of known in UK as pulverized-fuel ash. -
The Effect of Various Chemical Activators on Pozzolanic Reactivity: a Review
Scientific Research and Essays Vol. 7(7), pp. 719-729, 23 February, 2012 Available online at http://www.academicjournals.org/SRE DOI: 10.5897/SRE10.858 ISSN 1992-2248 ©2012 Academic Journals Review The effect of various chemical activators on pozzolanic reactivity: A review A. Abdullah1,2, M. S Jaafar3*, Y. H Taufiq-Yap1, A. Alhozaimy4 and A. Al-Negheimish4 and J. Noorzaei3,5 1Department of Chemistry, Faculty of Science, Universiti Putra Malaysia, 43400 UPM Serdang, Selangor, Malaysia. 2Faculty of Applied Sciences, Universiti Teknologi Mara, 72000 Kuala Pilah, Negeri Sembilan, Malaysia. 3Department of Civil Engineering, Faculty of Engineering, Universiti Putra Malaysia, 43400 UPM Serdang, Selangor, Malaysia. 4Centre of Excellent for Concrete Research and Testing (CoE-CRT), Faculty of Engineering, King Saud University, Riyadh, Saudi Arabia. 5Institute of Advance Technology, Universiti Putra Malaysia, 43400 UPM Serdang, Selangor, Malaysia. Accepted 26 January, 2011 Pozzolans are being extensively used as a partial cement replacement in the production of Portland cement concrete. The advantages of using pozzolans are lower costs and better durability, however it requires longer setting time and the strength development at the initial age is slower. Different methods have been developed to overcome these disadvantages and to enhance the reactivity of natural pozzolans. There are three ways which have been used to improve the pozzolanic reactivity; it includes mechanical method, thermal method and chemical method. The utilization of the chemical method as an activator of pozzolanic reactivity has received considerable attention in recent years. In this paper the effect of using different chemical activators on pozzolanic activity of a pozzolan is summarized by reviewing previously published work. -
Calcium Silicate Hydrate Characterization by Spectroscopic Techniques
CALCIUM SILICATE HYDRATE CHARACTERIZATION BY SPECTROSCOPIC TECHNIQUES Moisés Martín-Garridoa, Sagrario Martínez-Ramíreza, Gloria Pérezb, Ana Guerrerob aINSTITUTE FOR THE STRUCTURE OF THE MATTER (IEM-CSIC), MADRID, SPAIN. bEDUARDO TORROJA INSTITUTE FOR CONSTRUCTION SCIENCE (IETCC- CSIC), MADRID, SPAIN. 1. INTRODUCTION Calcium silicate are present in the binder of many mortars used in the Cultural Heritage, such as lime-pozzolan mortars or hydraulic mortars. After hydration the calcium silicate give rise to an amorphous hydrated calcium silicate (called C-S-H† gel) whose structure resembles that of the tobermorite and jenite minerals. However, while the C-S-H gel has no well-defined stoichiometry, the other two minerals are crystalline with a well-established chemical formula, Ca5Si6O16(OH)2·4H2O for tobermorite and Ca9Si6O18(OH)6·8H2O for jenite. Both minerals have a Ca/Si ratio of 0.83 and 1.5 respectively, while the C-S-H gel has a variable stoichiometry, presenting Ca/Si relations ranging from 0.5 to 2.1. C-S-H gel can be prepared by different methods, including i) hydrothermal reaction1 of CaO and SiO2, ii) aqueous reaction of CaO and SiO2, iii) aqueous reaction of 2 Ca(NO3)2·4H2O and Na2SiO3∙5H2O (double decomposition method ), and iv) 3 mechanochemical reaction of CaO and SiO2. Different preparation methods lead to variations in structure of C-S-H. Some disadvantages come from hydrothermal and mechanochemical synthesis since they need a long time to assess the complete hydration of the SiO2 and CaO compounds; furthermore, portlandite is formed as a secondary reaction product. Due to the low crystallinity of C-S-H gel, spectroscopic techniques such as Micro- Raman; Fourier Transformed Infrared (FT-IR) and Nuclear magnetic Resonance (NMR) are the most suitable methods to characterize the structure of the compound. -
Pozzolanic Reactivity of Kaolin Clays, a Review Reactividad Puzolánica De Arcillas Caoliníticas, Una Revisión
Revista Ingeniería de Construcción RIC Vol 32 Nº2 2017 www.ricuc.cl ENGLISH VERSION..................................................................................................................................................................................................................................................... Pozzolanic reactivity of kaolin clays, a review Reactividad puzolánica de arcillas caoliníticas, una revisión H. Yanguatin 1*, J. Tobón *, J. Ramírez * * Universidad Nacional de Colombia. COLOMBIA Fecha de Recepción: 22/03/2016 Fecha de Aceptación: 01/06/2016 PAG 13-24 Abstract Pozzolans have demonstrated to be highly efficient mineral additions in the concrete industry, because they reduce the environmental impact generated by the cement manufacture, improve the physical, chemical and mechanical properties of blends, and reduce costs. Calcined clays have been recognized as very good pozzolans, because they improve the durability and compressive strength of mortars and concretes. However, data reported by different authors show a very high variability that makes its modelling difficult. In the same way, and based on a review of the scientific literature, the relationship between morphologic characteristics, thermal treatments and mineral composition of clays and its pozzolanic reactivity is shown; as well as with the chemical, thermal and mechanical methods for improving that reactivity. Keywords: Kaolin clays, calcined clays, pozzolan, metakaolin, supplementary cementitious materials Resumen Las puzolanas han demostrado -
Pozzolanic Potential and Mechanical Performance of Wheat Straw Ash Incorporated Sustainable Concrete
sustainability Article Pozzolanic Potential and Mechanical Performance of Wheat Straw Ash Incorporated Sustainable Concrete Muhammad Nasir Amin 1,* , Tariq Murtaza 2, Khan Shahzada 2 , Kaffayatullah Khan 1 and Muhammad Adil 2 1 Department of Civil and Environmental Engineering, College of Engineering, King Faisal University (KFU), P.O. Box 380, Al-Hofuf, Al-Ahsa 31982, Saudi Arabia; [email protected] 2 Department of Civil Engineering, University of Engineering and Technology (UET), Peshawar 25120, Pakistan; [email protected] (T.M.); [email protected] (K.S.); [email protected] (M.A.) * Correspondence: [email protected]; Tel.: +966-13-589-5431; Fax: +966-13-581-7068 Received: 11 December 2018; Accepted: 12 January 2019; Published: 19 January 2019 Abstract: The pozzolanic potential, mechanical strength, and stress-strain behavior of a locally available wheat straw ash (WSA) as a partial substitute of cement was evaluated in this study. Various samples of a locally available wheat straw were burnt to ashes at three distinct temperatures and characterized through X-ray powder diffraction and energy dispersive X-ray spectroscopy. The WSA obtained from burning at 550 ◦C was found highly amorphous and possessed suitable chemical composition to be used as pozzolanic material. The burned WSA was grounded to achieve the desired fineness and mortar cubes and concrete cylinders were cast by substituting 15%, 20%, 25%, and 30% cement with it. The strength of mortar and concrete decreased with increasing amounts of WSA except for those containing 15% WSA, where it slightly increased than the respective control samples at later ages, i.e., 28 and 91 days. -
The Pozzolanic Activity of Certain Fly Ashes and Soil Minerals Roy Junior Leonard Iowa State College
Iowa State University Capstones, Theses and Retrospective Theses and Dissertations Dissertations 1958 The pozzolanic activity of certain fly ashes and soil minerals Roy Junior Leonard Iowa State College Follow this and additional works at: https://lib.dr.iastate.edu/rtd Part of the Engineering Commons Recommended Citation Leonard, Roy Junior, "The pozzolanic activity of certain fly ashes and soil minerals " (1958). Retrospective Theses and Dissertations. 1634. https://lib.dr.iastate.edu/rtd/1634 This Dissertation is brought to you for free and open access by the Iowa State University Capstones, Theses and Dissertations at Iowa State University Digital Repository. It has been accepted for inclusion in Retrospective Theses and Dissertations by an authorized administrator of Iowa State University Digital Repository. For more information, please contact [email protected]. THE POZZOLMIG ACTIVITY OP CERTAIN PLY ASHES MD SOIL MINERALS by Roy Junior Leonard A Dissertation Submitted to the Graduate Faculty in Partial Fulfillment of The Requirements for the Degree of DOCTOR OF PHILOSOPHY Major Subjects Soil Engineering Approved; Signature was redacted for privacy. In Charge of Major Work Signature was redacted for privacy. Signature was redacted for privacy. Déan"of Graduate College Iowa State College 1958 îi TABLE OP CONTENTS Page INTRODUCTION 1 LITERATURE REVIEW $ Early Investigations 5 Theories of Pozzolania Reaction Mechanism 6 Factors Influencing the Poszolanic Reaction 7 Temperature 7 Nature of the pozzolan 9 Surface area 10 Carbon content 11 Alkali and sulfate content 12 Carbon dioxide 12 Hydrogen ion concentration Lime factors Moisture % Time îi Poszolanic Reaction Products 18 A Siliceous reaction products 19 Aluminous reaction products 21 Quaternary reaction products 23 Secondary reaction products 23 Methods for Evaluating Pozzolans 21}. -
Pozzolanic Reactions of Common Natural Zeolites with Lime and Parameters Affecting Their Reactivity
Cement and Concrete Research 39 (2009) 233–240 Contents lists available at ScienceDirect Cement and Concrete Research journal homepage: http://ees.elsevier.com/CEMCON/default.asp Pozzolanic reactions of common natural zeolites with lime and parameters affecting their reactivity G. Mertens a,⁎, R. Snellings a, K. Van Balen b, B. Bicer-Simsir c, P. Verlooy d, J. Elsen a a Dept. Earth and Environmental Sciences, KULeuven, Celestijnenlaan 200E, 3001 Heverlee, Belgium b Dept. Civil Engineering, KULeuven, Kasteelpark Arenberg 40—bus 2448, 3001 Heverlee, Belgium c Getty Conservation Institute, 1200 Getty Center Drive, Suite 700, Los Angeles, CA 90049, USA d Dept. Agronomy, KULeuven, Centr. vr. Oppervlaktechemie & Katalyse, Kasteelpark Arenberg 23—bus 2461, 3001 Heverlee, Belgium article info abstract Article history: The pozzolanic reaction between portlandite and different types of nearly pure natural zeolites was studied. Received 11 August 2008 Analcime, phillipsite, chabazite, erionite, mordenite and clinoptilolite-rich tuffs were mixed with portlandite Accepted 28 November 2008 and water (1:1:2 by weight), and the progress of the pozzolanic reaction was quantitatively determined by thermogravimetrical analyses from 3 to 180 days. Keywords: A thorough characterization of the raw materials was performed by quantitative XRD, XRF, SEM-EDX, BET Kinetics specific surface area measurements, grain-size analyses, FTIR and Cation Exchange Capacity measurements. Characterization The difference in reactivity of the samples containing zeolites with varying Si/Al ratios, as well as between Ca(OH)2 Pozzolan clinoptilolite-rich samples exchanged with different cations or ground to different grain sizes was assessed. Zeolites The results indicate that the external surface area only influences the short-term reactivity, whereas the cation content has an effect on both the long- and short-term reactivity. -
Comparison of Test Methods to Assess Pozzolanic Activity
* Manuscript Click here to view linked References COMPARISON OF TEST METHODS TO ASSESS POZZOLANIC ACTIVITY * 1 S. Donatello, M. Tyrer and C.R. Cheeseman 2 Centre for Environmental Control and Waste Management, 3 Department of Civil and Environmental Engineering, Skempton Building, 4 Imperial College, London, SW7 2AZ, UK 5 6 Abstract 7 8 Assessment of the pozzolanic activity of cement replacement materials is increasingly important 9 10 because of the need for more sustainable cementitious products. The pozzolanic activity of 11 metakaolin, silica fume, coal fly ash, incinerated sewage sludge ash and sand have been compared 12 using the Frattini test, the saturated lime test and the strength activity index test. There was significant 13 correlation between the strength activity index test and the Frattini test results, but the test results from 14 these tests did not correlate with the saturated lime test results. The weight ratio of Ca(OH)2 to test 15 pozzolan is an important parameter. In the Frattini test and strength activity index test the ratio is 16 approximately 1: 1, whereas in the saturated lime test the ratio is 0.15: 1. This explains why the 17 saturated lime test shows higher removal of Ca(OH) and why the results from this test do not 18 2 19 correlate with the other test methods. 20 21 Keywords: Pozzolan; Portland cement; Sustainable development; Sewage sludge ash; Metakaolin; 22 Silica fume; Pulverised fuel ash; Frattini test 23 24 1. INTRODUCTION 25 26 A pozzolan is defined as (ASTM C125) "a siliceous and aluminous material which, in itself, possesses 27 28 little or no cementitious value but which will, in finely divided form in the presence of moisture, react 29 chemically with calcium hydroxide at ordinary temperature to form compounds possessing 30 cementitious properties”. -
Molecular Dynamics Simulation of Calcium-Silicate-Hydrate for Nano-Engineered Cement Composites—A Review
nanomaterials Review Molecular Dynamics Simulation of Calcium-Silicate-Hydrate for Nano-Engineered Cement Composites—A Review Byoung Hooi Cho 1 , Wonseok Chung 2,* and Boo Hyun Nam 1,* 1 Department of Civil, Environmental and Construction Engineering, University of Central Florida, 12800 Pegasus Drive, Suite 211, Orlando, FL 32816, USA; [email protected] 2 Department of Civil Engineering, Kyung Hee University, 1732 Deogyeong-daero, Giheung-gu, Yongin-si 17104, Korea * Correspondence: [email protected] (W.C.); [email protected] (B.H.N.) Received: 17 September 2020; Accepted: 20 October 2020; Published: 29 October 2020 Abstract: With the continuous research efforts, sophisticated predictive molecular dynamics (MD) models for C-S-H have been developed, and the application of MD simulation has been expanded from fundamental understanding of C-S-H to nano-engineered cement composites. This paper comprehensively reviewed the current state of MD simulation on calcium-silicate-hydrate (C-S-H) and its diverse applications to nano-engineered cement composites, including carbon-based nanomaterials (i.e., carbon nanotube, graphene, graphene oxide), reinforced cement, cement–polymer nanocomposites (with an application on 3D printing concrete), and chemical additives for improving environmental resistance. In conclusion, the MD method could not only compute but also visualize the nanoscale behaviors of cement hydrates and other ingredients in the cement matrix; thus, fundamental properties of C-S-H structure and its interaction with nanoparticles can be well understood. As a result, the MD enabled us to identify and evaluate the performance of new advanced nano-engineered cement composites. Keywords: molecular dynamics; calcium-silicate-hydrate; nano-engineered cement materials; carbon-based nanomaterials; cement–polymer nanocomposites 1. -
The Influence of Production Parameters on Pozzolanic Reactivity of Calcined Clays
Nordic Concrete Research – Publ. No. NCR 59 – ISSUE 2 / 2018 – Article 1, pp. 1-12 © Article authors. This is an open access article distributed under ISSN online 2545-2819 the Creative Commons Attribution-NonCommercial-NoDerivs ISSN print 0800-6377 licens. (http://creaticecommons.org/licenses/by.nc-nd/3.0/). Received: June 19, 2018 DOI: 10.2478/ncr-2018-0011 Revision received: Oct. 8, 2018 Accepted: Oct. 15, 2018 The Influence of Production Parameters on Pozzolanic Reactivity of Calcined Clays Tobias Danner PhD Researcher SINTEF Building and Infrastructure Pb 4760 Torgarden, 7465 Trondheim, Norway [email protected] Harald Justnes PhD Chief Scientist SINTEF Building and Infrastructure Pb 4760 Torgarden, 7465 Trondheim, Norway [email protected] ABSTRACT Calcined clays are gaining increasing interest as future supplementary cementitious materials for the production of blended cements. Besides the mineralogy, the right production conditions can affect the pozzolanic activity of calcined clays. In this paper, the pozzolanic reactivity of two calcined natural clays in dependence of burning temperature, residence time in the furnace, cooling conditions and particle size of the final product is investigated. The highest pozzolanic reactivity was found at calcination temperatures between 600 and 800°C. While different cooling conditions had no identified effect on reactivity, decreased particle size and residence time increased the reactivity. Key words: Calcined clay, pozzolana, lime consumption, heating, particle size. 1 Nordic Concrete Research – Publ. No. NCR 59 – ISSUE 2 / 2018 – Article 1, pp. 1-12 1. INTRODUCTION Portland cement is the key binder for concrete production. However, cement production is a highly energy intensive process which emits around 900 kg CO2 for every ton clinker produced [1].