Development of Self-Cured Geopolymer Cement

Total Page:16

File Type:pdf, Size:1020Kb

Development of Self-Cured Geopolymer Cement DEVELOPMENT OF SELF-CURED GEOPOLYMER CEMENT A thesis submitted for the degree of Doctor of Philosophy by Teewara Suwan Department of Mechanical, Aerospace & Civil Engineering Brunel University London March 2016 ABSTRACT To support the concept of environmentally friendly materials and sustainable development, the low-carbon cementitious materials have been extensively studied to reduce amount of CO2 emission to the atmosphere. One of the efforts is to promote alternative cementitious binders by utilizing abundant alumina-silicate wastes from the industrial sectors (e.g. fly ash or furnace slag), among which “Geopolymer (GP) cement” has received most attention as it can perform a wide variety of behaviours, in addition to cost reduction and less environmental impacts. The most common geopolymer production, fly ash-based, gained some strength with very slow rate at ambient temperature, while the strength is evidently improved when cured in high (above room) temperature, e.g. over 40°C. The major challenge is to step over the limitation of heat curing process and inconvenience in practice. In this study, the testing schemes of (i) GP manufacturing in various processes, (ii) inclusion of ordinary Portland cement (OPC) in GP mixture, called GeoPC and (iii) GeoPC manufactured with dry- mixing method, have been intensively investigated through mechanical testing (Setting time, Compressive strength and Internal heat measurement) and mechanism analysis (XRD, FTIR, SEM and EDXA) in order to develop the geopolymers, achieving reasonable strength without external sources of heat curing. It is found that the proposed (dry) mixing process could have generated intensive heat liberation which was observed as a comparable factor to heat curing from any other external sources, enhancing the curing regime of the mixture. The additional calcium content in the developed GeoPC system not only resulted in an improvement of an early strength by the extra precipitation of calcium compounds (C,N-A-S-H), but also provided a latent heat from the reaction of its high potential energy compounds (e.g. OPC or alkaline activators). The developments from these approaches could lead to geopolymer production to achieve reasonable strength in ambient curing temperature known as “Self-cured geopolymer cement”, without external heat, and hence provide construction industry viable technologies of applying geopolymers in on-site and off-site construction. i ACKNOWLEDGEMENTS My PhD programme was completed successfully because of my kind and knowledgeable principal supervisor, Professor Dr Mizi Fan and supervisor Dr Nuhu Braimah. I sincerely appreciate your invaluable advice, guidance and support from day one to completion. You continually inspire me and demonstrate what it means to be a great advisor and researcher. I am honoured to have both of you as my academic advisors. I would like to thank the rest of my committee members – Professor Asif Usmani, Dr Binsheng (Ben) Zhang and Dr Mujib Rahman. I greatly appreciate the time and energy you gave to being my committee member, as well as your creative suggestions and comments. I also would like to express my appreciation to Dr Xiangming Zhou for your suggestions on geopolymer cement and my experimental works, as well as Neil Macfadyen, Simon Le Geyt and Paul Szadorski at civil engineering laboratory, for supporting all lab equipment, materials and trainings on my research project – Thank you so much, you are the best! I will also like to extend special thanks to Brunel ETC’s staff, Dr Lorna Anguilano, Ashley Howkins, Dr Jesus Ojeda and Nita Verma for your supports and great techniques on handling all equipment and machines. Thanks to my lovely friends, Jane Paphawasit, Samira Safari, Seyed Ghaffar, Gediminas Kastiukas and Dasong Dai for your help and kindness relating to my research work. Last but not least, an endless gratitude to my inspiration, my support, my encouragement, my everything – Papa, Mama, Note and Neth, including my beloved aunt, Pa Ni. ii TABLE OF CONTENTS ABSTRACT ........................................................................................................................... i ACKNOWLEDGEMENTS .................................................................................................. ii TABLE OF CONTENTS ..................................................................................................... iii LIST OF TABLES ............................................................................................................. viii LIST OF FIGURES ............................................................................................................. ix LIST OF ABBREVIATIONS ............................................................................................ xiii LIST OF SYMBOLS ........................................................................................................... xv PART 1 INTRODUCTION, LITERATURE REVIEW AND METHODOLOGY ............. 1 CHAPTER 1 INTRODUCTION .......................................................................................... 2 1.1 Background of Research .............................................................................................. 2 1.2 Aim of the Research ..................................................................................................... 3 1.3 Research Objectives ..................................................................................................... 4 1.4 Research Scope ............................................................................................................. 4 1.5 Research Significance .................................................................................................. 5 1.6 Organisation of Contents .............................................................................................. 6 CHAPTER 2 LITERATURE REVIEW ............................................................................... 9 2.1 Portland Cement and Fly Ash ...................................................................................... 9 2.1.1 Ordinary Portland cement ...................................................................................... 9 2.1.2 The use of pozzolanic admixture (fly ash) in Portland cement ........................... 15 2.2 Geopolymer Cement ................................................................................................... 17 2.2.1 Fundamentals of geopolymers ............................................................................. 17 2.2.2 Geopolymerization reaction and its chemistry .................................................... 19 2.2.3 Geopolymer binder constituents .......................................................................... 21 2.2.4 Design of geopolymer constituents...................................................................... 28 2.2.5 Curing procedures of geopolymers ...................................................................... 30 2.2.6 Properties and application of geopolymer cement ............................................... 34 2.3 Factors Influencing Geopolymer Properties at Ambient Temperature ...................... 38 2.3.1 High humidity curing ........................................................................................... 38 2.3.2 Concentration of alkaline activators .................................................................... 39 2.3.3 Fineness and shape of particles ............................................................................ 39 2.3.4 Mixing procedures ............................................................................................... 40 2.3.5 Alternative heat curing sources............................................................................ 40 iii 2.3.6 Calcium content in mixtures ................................................................................ 41 2.4 Remark ....................................................................................................................... 42 CHAPTER 3 MATERIALS AND TESTING METHODS ................................................ 45 3.1 Experimental Programme and Work Packages .......................................................... 45 3.2 Materials and Equipment ............................................................................................ 47 3.2.1 Ordinary Portland cement (OPC) ........................................................................ 47 3.2.2 Coal-fired fly ash ................................................................................................. 47 3.2.3 Alkaline solutions ................................................................................................ 48 3.2.4 Experimental equipment ...................................................................................... 49 3.3 Sample Preparation ..................................................................................................... 50 3.3.1 Portland cement paste .......................................................................................... 50 3.3.2 Geopolymer cement paste .................................................................................... 51 3.3.3 GeoPC pastes ....................................................................................................... 51 3.4 Testing of Physical and Mechanical Properties ......................................................... 52 3.4.1 Particle size distribution analysis ........................................................................
Recommended publications
  • A Review of Recent Developments and Advances in Eco-Friendly Geopolymer Concrete
    applied sciences Review A Review of Recent Developments and Advances in Eco-Friendly Geopolymer Concrete Lahiba Imtiaz 1, Sardar Kashif Ur Rehman 1,*, Shazim Ali Memon 2,* , Muhammad Khizar Khan 1,3 and Muhammad Faisal Javed 1 1 Department of Civil Engineering, COMSATS University Islamabad, Abbottabad Campus, Abbottabad 22060, Pakistan; [email protected] (L.I.); [email protected] (M.K.K.); [email protected] (M.F.J.) 2 Department of Civil and Environmental Engineering, School of Engineering and Digital Sciences, Nazarbayev University, Nur-Sultan 010000, Kazakhstan 3 Department of Civil Engineering, Ghent University, B-9052 Gent, Belgium * Correspondence: [email protected] (S.K.U.R.); [email protected] (S.A.M.) Received: 25 August 2020; Accepted: 23 October 2020; Published: 5 November 2020 Abstract: The emission of CO2 and energy requirement in the production of Ordinary Portland Cement (OPC) causes the continuous depletion of ozone layer and global warming. The introduction of geopolymer concrete (GPC) technology in the construction industry leads to sustainable development and cleaner environment by reducing environmental pollution. In this article, constituents of GPC and their influence on properties of GPC has been reviewed critically. Fresh and hardened properties of GPC as well as the factors influencing these properties are discussed in detail. Flow charts have been proposed to show which factors have higher/lower impact on the fresh and hardened properties of GPC. A comprehensive review on the mix design of GPC, nanomaterial-based GPC, 3D printing using GPC, reinforced GPC and Global warming potential (GWP) assessment was conducted. Finally, the practical applications of GPC in the construction industry are provided.
    [Show full text]
  • Alkali-Activated Materials
    This is a repository copy of Alkali-activated materials. White Rose Research Online URL for this paper: http://eprints.whiterose.ac.uk/117745/ Version: Accepted Version Article: Provis, J.L. orcid.org/0000-0003-3372-8922 (2017) Alkali-activated materials. Cement and Concrete Research. ISSN 0008-8846 https://doi.org/10.1016/j.cemconres.2017.02.009 Article available under the terms of the CC-BY-NC-ND licence (https://creativecommons.org/licenses/by-nc-nd/4.0/ Reuse Unless indicated otherwise, fulltext items are protected by copyright with all rights reserved. The copyright exception in section 29 of the Copyright, Designs and Patents Act 1988 allows the making of a single copy solely for the purpose of non-commercial research or private study within the limits of fair dealing. The publisher or other rights-holder may allow further reproduction and re-use of this version - refer to the White Rose Research Online record for this item. Where records identify the publisher as the copyright holder, users can verify any specific terms of use on the publisher’s website. 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/ This is a preprint version of a paper published in Cement and Concrete Research; the version of record is available at https://doi.org/10.1016/j.cemconres.2017.02.009 Alkali-activated materials John L.
    [Show full text]
  • Novel Geopolymers Incorporating Silicate Waste
    Novel geopolymers incorporating silicate waste Neuartige Geopolymere aus silikatischen Industrieabfällen Der Technischen Fakultät der Friedrich-Alexander-Universität Erlangen-Nürnberg zur Erlangung des Grades DOKTOR-INGENIEUR vorgelegt von Nicoletta Toniolo aus Velo d´Astico, Italy Als Dissertation genehmigt von der Technischen Fakultät der Friedrich-Alexander-Universität Erlangen-Nürnberg Tag der mündlichen Prüfung: 27.07.2018 Vorsitzende des Promotionsorgans: Prof. Dr. –Ing. Reinhard Lerch Gutachter: Prof. Dr.-Ing. habil. Aldo R. Boccaccini Prof. Enrico Bernardo Prof. Cristina Leonelli “Al mio angelo custode” I II Acknowledgements Firstly, I would like to express my sincere gratitude to Prof. Aldo Boccaccini, supervisor and head of the Institute of Biomaterials, who gave me the opportunity to do my PhD research at his Institute. I want to thank him for all the support during the past 3 years, all the suggestions he gave me and for the opportunity to take part to numerous international conferences, which were important for my knowledge and my personal experience. This research project was carried out within the framework of the poject “CoACH”, funded under the Marie Sklodowska-Curie action of the EU funding program for research and innovation “Horizon 2020”. I am grateful for the financial support it gave me. Thanks to the coordinator of the project Monica Ferraris, Milena Salvo and Cristiana Contardi, thanks for being always available, thanks for organizing meetings, training, etc. I really enjoyed everything. A super thanks to my “CoACH” fellows, I really think that it would have been impossible for me to have better project mates: thanks to Fra, for all the time together, for organizing all the meetings together, for supporting me and listening to my presentation 100 times.
    [Show full text]
  • Safety DATA SHEET A-HCS Geopolymer Mortar
    Safety DATA SHEET SECTION 1: Identification of the substance/mixture and of the company/undertaking A-HCS Geopolymer Mortar SECTION 1: Identification of the substance/mixture and of the company/undertaking A-HCS Geopolymer Mortar Product identifier: Product name: Allcera A-HCS Geopolymer Mortar Relevant identified uses of the substance or mixture and uses advised against: Identified uses: Allcera A-HCS is a geopolymer cement used in the structural rehabilitation of sewer, storm and water piping, manholes and other infrastructure Uses advised against: None Details of the supplier of the safety data sheet: Company Identification: Allcera BV Bio Based Materials Westvoorstraat 8 3262 JP Oud BeiJerland The Netherlands [email protected] Emergency telephone number: Office: +31 10 76 00 263 (Office - NL) +31 6222 83 009 (International) SECTION 2: Hazards identification Allcera B.V. Mariparts B.V. West voorstraat 8 3262 JP Oud Beijerland The Netherlands www.allcera.com t: +31 10 76 00 263 e: [email protected] BTW: NL855644795 B01 KvK: 64384977 Safety DATA SHEET SECTION 1: Identification of the substance/mixture and of the company/undertaking A-HCS Geopolymer Mortar Classification of the substance or mixture: The product has not been classified as hazardous according to the legislation in force. Hazard summary: Physical hazards No data available. Health hazards: Inhalation: Crystalline silica: Overexposure to the respirable dust of crystalline silica (quartz or cristobalite, less than or equal to 5 microns in size) may lead to silicosis in humans, which is a progressive and irreversible lung disease. Dust in high concentrations may irritate the respiratory system. Eye contact: Dust may be irritating to the eyes and respiratory tract and may cause a low level inflammatory response in the lungs.
    [Show full text]
  • Formulation of Geopolymer Cement Using Class F Fly Ash for Oil Well Cementing Application
    International Journal of Applied Engineering Research ISSN 0973-4562 Volume 13, Number 6 (2018) pp. 3598-3604 © Research India Publications. http://www.ripublication.com Formulation of Geopolymer Cement using Class F Fly Ash for Oil Well Cementing application Dinesh Kanesan*, Sonny Irawan, Raja Rajeswary Suppiah and Tamil Alagan Kunaisekaran Universiti Teknologi PETRONAS, 32610 Seri Iskandar, Perak Darul Ridzuan, Malaysia. Abstract reactions, poor durability and leakage [2-4]. Therefore, there is a dire need to develop a sustainable cement technology which With the increasing awareness of global warming, there is a possesses superior properties compared to the OPC for oil well dire need to find a substitute for the conventional Ordinary cementing. With a reduced carbon footprint, geopolymer Portland Cement (OPC) which produces huge amounts of cement has been found to possess superior edge over OPC for carbon dioxide (CO ) during its production. Class F fly ash 2 oilwell cementing applications [2, 5-7]. However, the optimum based geopolymer cement has been identified as a potential formulation which yields superlative performance of replacement due to its abundant availability and to address geopolymer cement has to be determined. This research focuses waste management issues. The lack of research and a standard on developing a formulation for class F fly ash based formulation for geopolymer cement has hindered the efforts to geopolymer cement for the oilwell cementing applications. apply geopolymer cement for oil well cementing operations. Previous researches in the area of geopolymer cement has been focused mainly on its applications in the construction industry. FLY ASH BASED GEOPOLYMER CEMENT Therefore, there is a strong need to develop a formulation of class F fly ash based geopolymer with varying parameters, Geopolymer cement is an inorganic binder which can be ratios and compositions for oil well cementing applications.
    [Show full text]
  • Formulation and Durability of Metakaolin-Based Geopolymers Raphaëlle Pouhet
    Formulation and durability of metakaolin-based geopolymers Raphaëlle Pouhet To cite this version: Raphaëlle Pouhet. Formulation and durability of metakaolin-based geopolymers. Civil Engineering. Université Paul Sabatier - Toulouse III, 2015. English. NNT : 2015TOU30085. tel-01297848 HAL Id: tel-01297848 https://tel.archives-ouvertes.fr/tel-01297848 Submitted on 5 Apr 2016 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. THÈSE En vue de l'obtention du DOCTORAT DE L’UNIVERSITÉ DE TOULOUSEE Délivré par l’Université Toulouse III - Paul Sabatier Discipline ou spécialité : Génie Civil Présentée et soutenue par Raphaëlle POUHET Le 25 juin 2015 Titre : Formulation and durability of metakaolin-based geopolymers JURY M. Frizon Fabien Rapporteur M. Habert Guillaume Rapporteur Mme. Rossignol Sylvie Examinateur Mme. Escaffit Pascale Examinateur M. Cyr Martin Examinateur, directeur de thèse Ecole doctorale : Mécanique, Energétique, Génie Civil & Procédés Unité de recherche : Laboratoire Matériaux et Durabilité des Constructions de Toulouse Directeur(s) de Thèse : M. Martin Cyr Abstract Title : !"#$%&'()"* '*+ +%#',)&)(- ". $/('0'"&)*1,'2/+ 3/"4"&-$/#2 Abstract : 56/ $')* ",7/8()9/2 ". (6)2 (6/2)2 :/#/ (" '22/22 (6/ ."#$%&'()"* '*+ +%#',)&)(- ". $/('0'"&)*1 ,'2/+ 3/"4"&-$/#2 '2 ' ,)*+/# ."# 8)9)& /*3)*//#)*3 $'(/#)'&2; </"4"&-$/#2 '#/ '&0'&) 1'8()9'(/+ $'(/#)'&2= (6/- '#/ )*8#/'2)*3&- 2(%+)/+ ,- (6/ )*(/#*'()"*'& 8"$$%*)(- '2 (6/- #/4#/2/*( '* '&(/#*'()9/ (" (#'+)()"*'& >"#(&'*+ 8/$/*(; 56/ .)#2( 4'#( ".
    [Show full text]
  • Review on Various Types of Geopolymer Materials with the Environmental Impact Assessment
    DOI: 10.1051/ matecconf/20179701021 MATEC Web of Conferences 97, 01021 (2017) ETIC 2016 Review on Various Types of Geopolymer Materials with the Environmental Impact Assessment. Hariz Zain1,*, Mohd Mustafa Al Bakri Abdullah1,2 , Kamarudin Hussin1,2 , Nurliyana Ariffin1,2 , and RIDHO Bayuaji3 1Faculty of Engineering Technology, Universiti Malaysia Perlis (UniMAP), Perlis, Malaysia 2Center of Excellence Geopolymer and Green Technology (CEGeoGTech), Universiti Malaysia Perlis (UniMAP), Malaysia 3Civil Engineering Department, Institut Teknologi Sepuluh Nopember, Indonesia Abstract. The development of green technology in the construction industry since 10 years ago is something to be proud of Malaysia. Several alternative geopolymer materials were invented in Malaysia such as fly ash, POFA, kaolin, metakaolin, and dolomite based geopolymer materials to achieve sustainable development especially in the building and construction sector. Those alternative materials are very important to replace the application of OPC, which is said to be the main cause of global warming. A review on the content of the chemical differences with the environmental impact resulting from the production of geopolymer is carried out in this study. In conclusion, fly ash based geopolymer material showed the best performance in terms of aluminosilicate content and also it is the best practice in the environmental protection applications for the moment. However, when compared with the OPC, fly ash geopolymer concrete was still able to reduce the effects of global warming potentials, but it is rather gave a negative impact on some aspects of the environment such as abiotic depletions, human toxicity, freshwater ecotoxicity, terrestrial ecotoxicity and acidification. 1 Introduction The development of green technology in the construction industry since 10 years ago is something to be proud of Malaysia.
    [Show full text]
  • Comparison Between Portland Cement Concrete and Geopolymer Concrete Based on Metakaolin and Granulated Blast Furnace Slag with the Same Binder Volume
    3rd International Conference on Bio-Based Building Materials th th June 26 - 28 2019 Belfast, UK ID_ R257 COMPARISON BETWEEN PORTLAND CEMENT CONCRETE AND GEOPOLYMER CONCRETE BASED ON METAKAOLIN AND GRANULATED BLAST FURNACE SLAG WITH THE SAME BINDER VOLUME A. Hasnaoui*, E. Ghorbel, G. Wardeh University of Cergy-Pontoise, 5 Mail Gay Lussac-Neuville sur Oise-95031 Cergy Pontoise Cedex, France *Corresponding author: [email protected] Abstract Under the serious concerns of environmental degradation due to the greenhouse gas emissions of ordinary Portland cement (OPC) industry, geopolymer concretes have been qualified as a good alternative to OPC concretes. Geopolymer concretes, known by their good mechanical and durability properties, possess different fresh and hardened behaviours as compared to OPC concretes. This reason is one of the main obstacles that hinder the deployment of these concretes worldwide. Furthermore, geopolymer concretes developed in the literature are mostly based on fly ash while only few works were carried out on geopolymer concrete based on a blended mix of metakaolin (MK)/granulated blast furnace slag (GBFS). In this context, this paper aims to compare the fresh and hardened properties of geopolymer concrete based on MK and GBFS as well as OPC self-compacting concrete (OPSCC) with the same volume of binder. At fresh state, the workability evolution during the first hour after mixing was followed. At hardened state, mechanical strengths, dynamic modulus of elasticity, water porosity and shrinkage are investigated with a special attention to the early age behaviour. Keywords: Geopolymer concrete; Metakaolin; Granulated blast furnace slag; Mechanical properties; Physical performances. 1 INTRODUCTION geopolymer and OPC concretes have been addressed Over the past few years, considerable attention has by several investigations [Bakri 2013; Noushini 2016].
    [Show full text]
  • Manufacture of Full-Scale Geopolymer Cement Concrete Components: a Case Study to Highlight Opportunities and Challenges
    Manufacture of full-scale geopolymer cement concrete components: A case study to highlight opportunities and challenges Brett Tempest, Clarke Snell, Thomas Gentry, Maria Trejo, and Keith Isherwood nnovators throughout the construction industry are making great strides toward increased environmen- Ital sustainability by updating processes, improving designs, and selecting greener materials. These aspects of modernization are both a response to demand from build- ing owners and operators and a necessary means to remain competitive by achieving higher-performing buildings and infrastructure. Concrete producers have systematically improved the performance of their product by finding and exploiting benefits that are unique to concrete construction. These significant advances have included durable finishes, superior insulative properties in multiwythe wall compo- nents, economy with formwork, and rapid constructibility. The next frontier for the industry includes addressing the greenhouse-gas emissions associated with portland cement and further integrating the benefits of concrete materials into building functions and operations. ■ Geopolymer cement is an alternative binder that is capable of forming concrete with competent mechanical performance and This paper describes the design and construction of a attractive environmental benefits. concrete house that was designed to accommodate a small family living in an urban environment. It is grid ■ This paper presents a case study of the manufacture of full- neutral with regard to energy production, meaning that it scale geopolymer cement concrete components. generates as much energy as it uses on an annual basis. The house was a 2013 entry into the U.S. Department of ■ This paper discusses mechanical characteristics of geopolymer Energy’s Solar Decathlon.1 This biennial event engages cement concrete, quality of form finishes, strategies for curing, 20 teams from universities around the world to design, and challenges to full-scale production.
    [Show full text]
  • Investigating the Use of Class C Flyash-Based Geopolymer Cement As a Potential Alternative to Portland Cement to Seal CO₂ Storage Wells
    Scholars' Mine Masters Theses Student Theses and Dissertations Spring 2019 Investigating the use of class C flyash-based geopolymer cement as a potential alternative to Portland cement to seal CO₂ storage wells Priyesh Parimal Jani Follow this and additional works at: https://scholarsmine.mst.edu/masters_theses Part of the Petroleum Engineering Commons Department: Recommended Citation Jani, Priyesh Parimal, "Investigating the use of class C flyash-based geopolymer cement as a potential alternative to Portland cement to seal CO₂ storage wells" (2019). Masters Theses. 7886. https://scholarsmine.mst.edu/masters_theses/7886 This thesis is brought to you by Scholars' Mine, a service of the Missouri S&T Library and Learning Resources. This work is protected by U. S. Copyright Law. Unauthorized use including reproduction for redistribution requires the permission of the copyright holder. For more information, please contact [email protected]. i INVESTIGATING THE USE OF CLASS C FLYASH-BASED GEOPOLYMER CEMENT AS A POTENTIAL ALTERNATIVE TO PORTLAND CEMENT TO SEAL CO2 STORAGE WELLS By PRIYESH PARIMAL JANI A THESIS Presented to the Faculty of the Graduate School of the MISSOURI UNIVERSITY OF SCIENCE AND TECHNOLOGY In Partial Fulfillment of the Requirements for the Degree MASTER OF SCIENCE IN PETROLEUM ENGINEERING 2019 Approved by: Dr. Abdulmohsin Imqam, Advisor Dr. Shari Dunn Norman Dr. Ralph Flori ii © 2019 PRIYESH PARIMAL JANI All Rights Reserved iii PUBLICATION THESIS OPTION This thesis consists of the following three submitted articles, formatted in the style utilized by Missouri University of Science and Technology: Paper I: Pages 9-53 are intended for submission in international journal of greenhouse gas control.
    [Show full text]
  • A Review of Potential Cementing Systems for Sealing and Support Matrices in Deep Borehole Disposal of Radioactive Waste
    energies Review A Review of Potential Cementing Systems for Sealing and Support Matrices in Deep Borehole Disposal of Radioactive Waste Nicholas Charles Collier 1, Neil Brennan Milestone 2 and Karl Patrick Travis 1,* 1 Deep Borehole Disposal Research Group, Immobilisation Science Laboratory, Department of Materials Science & Engineering, The University of Sheffield, Sheffield S1 3JD, UK; [email protected] 2 Callaghan Innovation, 69 Gracefield Road, PO Box 31310, Lower Hutt 5040, New Zealand; [email protected] * Correspondence: k.travis@sheffield.ac.uk Received: 7 May 2019; Accepted: 15 June 2019; Published: 21 June 2019 Abstract: Cementitious grouts are being developed for use as sealing and support matrices (SSMs) in deep borehole disposal (DBD) where temperatures do not exceed 190 ◦C. They will seal radioactive waste containers into the bottom 2 km of holes drilled up to 5 km deep into the crystalline basement. The temperature and pressure is likely to be similar to those in hydrocarbon and geothermal energy wells, where grout placement and durability are affected. This paper reviews the potential cementing systems suitable for this application and explains why a single solution of a formulation of Class G oil well cement, silica flour, water, fluid loss additive, and retarding admixture has been selected. This type of formulation has been used extensively for over 100 years in well cementing. It should provide the short-term performance and durability required for an SSM, maintaining the seal around the waste packages within the disposal zone long after the boreholes are sealed back to the surface, and thus augmenting the safety case for DBD.
    [Show full text]
  • Advances in Understanding Alkali-Activated Materials
    This is a repository copy of Advances in understanding alkali-activated materials. White Rose Research Online URL for this paper: http://eprints.whiterose.ac.uk/90503/ Version: Accepted Version Article: Provis, J.L., Palomo, A. and Shi, C. (2015) Advances in understanding alkali-activated materials. Cement and Concrete Research, 78 (Part A). pp. 110-125. ISSN 0008-8846 https://doi.org/10.1016/j.cemconres.2015.04.013 Reuse Unless indicated otherwise, fulltext items are protected by copyright with all rights reserved. The copyright exception in section 29 of the Copyright, Designs and Patents Act 1988 allows the making of a single copy solely for the purpose of non-commercial research or private study within the limits of fair dealing. The publisher or other rights-holder may allow further reproduction and re-use of this version - refer to the White Rose Research Online record for this item. Where records identify the publisher as the copyright holder, users can verify any specific terms of use on the publisher’s website. 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: JL Provis, A Palomo, C Shi, Advances in understanding alkali-activated materials, Cement and Concrete Research, 78A (2015): 110-125. Final published version is available at http://dx.doi.org/10.1016/j.cemconres.2015.04.013 1 2 Advances in understanding alkaliactivated 3 materialsJohn L.
    [Show full text]