Geopolymers from Lunar and Martian Soil Simulants Alexiadis, Alessio; Alberini, Federico; Meyer, Marit E
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Experimental Investigation on Nano Concrete with Nano Silica and M-Sand
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 03 | Mar 2019 www.irjet.net p-ISSN: 2395-0072 EXPERIMENTAL INVESTIGATION ON NANO CONCRETE WITH NANO SILICA AND M-SAND Mohan Raj.B1, Sugila Devi.G2 1PG Student, Nadar Saraswathi College of Engineering and Technology, Theni, Tamilnadu, India. 2Assistant Professor, Nadar Saraswathi College of Engineering and Technology, Theni, Tamilnadu, India. ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract - The influence of Nano-Silica on various material is Nano Silica (NS). The advancement made by the properties of concrete is obtained by replacing the cement study of concrete at Nano scale has proved the Nano silica is with various percentages of Nano-Silica. Nano-Silica is used as much better than silica fume used in conventional concrete. a partial replacement for cement in the range of 3%, 3.5%, Now, the researchers are capitalizing on nanotechnology to and 10% for M20 mix. Specimens are casted using Nano-Silica innovate a new generation of concrete materials that concrete. Laboratory tests conducted to determine the overcome the above drawbacks and trying to achieve the compressive strength, split tensile and flexural strength of sustainable concrete structures. Evolution of materials is Nano-Silica concrete at the age of 7, 14 and 28 days. Results need of the day for improved or better performance for indicate that the concrete, by using Nano-Silica powder, was special engineering applications and modifying the bulk able to increase its compressive strength. However, the density state of materials in terms of composition or microstructure is reduce compared to standard mix of concrete. -
Sims-Lohman Fine Kitchens and Granite Meeting the Challenge of Transformation and Growth Head-On with Twelve Locations UR Narrative Begins in by Peter J
www.slipperyrockgazette.net VOLUME 20, ISSUE 236 THE BEACON OF THE STONE INDUSTRY FEBRUARY 2014 Sims-Lohman Fine Kitchens and Granite Meeting the Challenge of Transformation and Growth Head-On with Twelve Locations UR narrative begins in by Peter J. Marcucci the late 1990s, when the Steinman family acquired Photos Courtesy Sims-Lohman and by Larry Hood Moellering Industries, a quality cabinet supplier in Cincinnati, Ohio. Resolute and commit- ted, they did so knowing that the road to success is paved with a myriad of twists, turns and crossroads and is sometimes strewn with the remnants of previous entrepreneurs. Choosing to fast track the journey, Steve Steinman, along with John Beiersdorfer, President of Sims-Lohman, and a cohesive working group of talent, switched on their internal GPS’s, buckled their seat belts, and accelerated the ride by adding acquisition after acquisition to their portfolio of premium companies in the greater Cincinnati, Ohio region to create Sims-Lohman Fine Kitchens and Granite. Spanning four states and employing over 300 people, Sims-Lohman has since dotted that roadmap with eight locations within Ohio, two A trough sink and built-in wine rack are high- in Indiana, one in Kentucky, and their latest lights of this 3cm Magma granite island and acquisition in Pittsburgh, Pennsylvania. All breakfast area. The contemporary cabinets twelve locations are sales showrooms, with company, we adopted that name. Following effective. A lot of companies in the countertop unmistakably define Sims-Lohman as the area’s four being fabrication facilities, strategically this acquisition, we acquired two granite fab- world either made that switch, or they didn’t gold standard and a shop of distinction. -
Assessment of Wood-Based Fly Ash As Alternative Cement Replacement
sustainability Article Assessment of Wood-Based Fly Ash as Alternative Cement Replacement Jan Foˇrt 1,2,* , Jiˇrí Šál 2, Jaroslav Žák 2 and Robert Cernˇ ý 1 1 Department of Materials Engineering and Chemistry, Faculty of Civil Engineering, Czech Technical University in Prague, Thákutova 7, 166 29 Prague, Czech Republic; [email protected] 2 Institute of Technology and Business in Ceskˇ é Budˇejovice,Okružní 10, 370 01 Ceskˇ é Budˇejovice, Czech Republic; [email protected] (J.Š.); [email protected] (J.Ž.) * Correspondence: [email protected] Received: 16 October 2020; Accepted: 15 November 2020; Published: 17 November 2020 Abstract: The abandonment of coal energy plants in the near future will result in a substantially reduced availability of the coal fly ash broadly used as an efficient supplementary material. In line with the growth of alternative and renewable energy resources, the amount of biomass-based ash rises substantially. Nevertheless, a diverse chemical composition prevents a broader utilization of biomass-based fly ash compared to coal ash on an industrial scale. On this account, the present work is aimed at investigating the basic physical and mechanical properties of concrete mortars modified by a high volume of biomass fly ash (BFA) from wood combustion. Delivered results confirm a significant potential of BFA in the building industry. Experimental analysis of concrete mortars with BFA reveals preservation or even improvement of compressive and bending strength up to 30 wt.% cement replacement. On the contrary, higher dosages induce a gradual decrease in mechanical performance. The performed Life Cycle Assessment analysis reveals the perspective of BFA incorporation taking into account environmental issues considering the ratio between preservation of mechanical performance per normalized endpoint environmental score that allows a direct comparison with other alternatives. -
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. -
We Now Know That the Maximum Level That Avoids
Using ash in concrete is nothing new. h e Romans rials derived from coal combustion products, includ- used volcanic ash in their spectacular construction ing fly ash, nationwide. projects long before the introduction of Portland cement, “Fly ash is composed of the non-combustible mineral having discovered its value as a hardening agent when portion of coal. When coal is consumed in a power plant, mixed with lime. h e ancient Romans used volcanic ash it’s i rst ground to the i neness of powder. Blown into as an admix to erect buildings such as the Pantheon and the power plant’s boiler, the carbon is consumed – leav- Coliseum, roads, and aqueducts. Remember, these struc- ing molten particles rich in silica, alumina, and calcium. tures are more than 2,000 years old. h ese particles solidify as microscopic, glassy spheres Fly ash concrete was first used in the U.S. in the that are collected from the power plant’s exhaust before 1920s for dam construction, when engineers found that it reduced the total cement requirement. Today, as more projects seek LEED certification, ash is resurfac- WE NOW KNOW THAT THE ing as a popular environmentally-friendly alternative MAXIMUM LEVEL THAT AVOIDS to Portland cement. No longer are we using volcanic COMPLICATIONS IN ADHERING FLOOR ash, of course, but coal fly ash is gaining ground as the COVERING IS 15% FLY ASH. green alternative of choice for LEED projects. Many of the projects and the millions of square yards of LEED flooring we’ve installed in recent years used ash in the they can “l y” away – hence the product’s name: l y ash,” cement mixture. -
Report No. REC-ERC-82-1. Fly Ash and Fly Ash Concrete
May 1984 Engineering and Research Center U. S. Department of the Interior Bureau of Reclamation Bureau ot Reclamation TECHNICAL REPORT STANDARD TITLE PAGE Fly Ash and Fly Ash Concrete May 1984 6. PERFORMING ORGANIZATION CODE 7. AUTHOR(S)-. 8. PERFORMING ORGANIZATION Edwin R. Dunstan, Jr. REPORT NO. I REC-ERC-82-1 9. PERFORMING ORGANIZATION NAME AND ADDRESS 10. WORK UNIT NO. Bureau of Reclamation, Engineering and Research Center 11. CONTRACT OR GRANT NO. Denver, Colorado 80225 10781 V0195 13. TYPE OF REPORT AND PERIOD COVERED 2. SPONSORING AGENCY NAME AND ADDRESS Same 14. SPONSORING AGENCY CODE DlBR 15. SUPPLEMENTARY NOTES Microfiche and/or hard copy available at the Engineering and Research Center. Denver. Colorado. Editor: RNW 16. ABSTRACT Fly ash is a residue that results from the combustion of ground or powdered coal. Historically, fly ash has been referred to as a ponolan and is used to reduce the amount of portland cement in concrete. However, in many Western States fly ashes have cementitious properties as well as pozzolanic properties, and they are capable of producing good strengths without portland cement. This study discusses test results of several ashes according to ASTM: C 6 18. Standard Specification for Fly Ash and Raw or Calcined Natural Pozzolan for Use as a Mineral Admixture in Portland Cement Concrete. Many changes are suggested. The replacement of 15 to 25 percent by mass of portland cement in concrete is examined. A few highly cementitious ashes were used to make concrete without portland cement. A new cement was developed that consists of over 90-percent fly ash and anhydrous CaS04.Test data for most concretes include: mix proportions, compressive strength, elasticity, drying shrinkage. -
Vysoké Učení Technické V Brně Brno University of Technology
VYSOKÉ UČENÍ TECHNICKÉ V BRNĚ BRNO UNIVERSITY OF TECHNOLOGY FAKULTA STAVEBNÍ FACULTY OF CIVIL ENGINEERING ÚSTAV TECHNOLOGIE STAVEBNÍCH HMOT A DÍLCŮ INSTITUTE OF TECHNOLOGY OF BUILDING MATERIALS AND COMPONENTS VLIV VLASTNOSTÍ VSTUPNÍCH MATERIÁLŮ NA KVALITU ARCHITEKTONICKÝCH BETONŮ INFLUENCE OF INPUT MATERIALS FOR QUALITY ARCHITECTURAL CONCRETE DIPLOMOVÁ PRÁCE DIPLOMA THESIS AUTOR PRÁCE Bc. Veronika Ondryášová AUTHOR VEDOUCÍ PRÁCE prof. Ing. RUDOLF HELA, CSc. SUPERVISOR BRNO 2018 1 2 3 Abstrakt Diplomová práce se zaměřuje na problematiku vlivu vlastností vstupních surovin pro výrobu kvalitních povrchů architektonických betonů. V úvodní části je popsána definice architektonického betonu a také výhody a nevýhody jeho realizace. V dalších kapitolách jsou uvedeny charakteristiky, dávkování či chemické složení vstupních materiálů. Kromě návrhu receptury je důležitým parametrem pro vytvoření kvalitního povrchu betonu zhutňování, precizní uložení do bednění a následné ošetřování povrchu. Popsány jsou také jednotlivé druhy architektonických betonů, jejich způsob vyrábění s uvedenými příklady na konkrétních realizovaných stavbách. V praktické části byly navrženy 4 receptury, kde se měnil druh nebo dávkování vstupních surovin. Při tvorbě receptur byl důraz kladen především na minimální segregaci čerstvého betonu a omezení vzniku pórů na povrchu ztvrdlého betonu. Klíčová slova Architektonický beton, vstupní suroviny, bednění, separační prostředky, cement, přísady, pigment. Abstract This diploma thesis focuses on the influence of properties of feedstocks for the production of quality surfaces of architectural concrete. The introductory part describes the definition of architectural concrete with the advantages and disadvantages of its implementation. In the following chapters, the characteristics, the dosage or the chemical composition of the input materials are given. Besides the design of the mixture, important parameters for the creation of a quality surface of concrete are compaction, precise placement in formwork and subsequent treatment of the surface. -
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. -
Alkali Silica Reaction Mitigation Using High Volume Class C Fly Ash William Joseph Phillips University of Arkansas, Fayetteville
University of Arkansas, Fayetteville ScholarWorks@UARK Theses and Dissertations 7-2015 Alkali Silica Reaction Mitigation Using High Volume Class C Fly Ash William Joseph Phillips University of Arkansas, Fayetteville Follow this and additional works at: http://scholarworks.uark.edu/etd Part of the Civil Engineering Commons, and the Transportation Engineering Commons Recommended Citation Phillips, William Joseph, "Alkali Silica Reaction Mitigation Using High Volume Class C Fly Ash" (2015). Theses and Dissertations. 1306. http://scholarworks.uark.edu/etd/1306 This Thesis is brought to you for free and open access by ScholarWorks@UARK. It has been accepted for inclusion in Theses and Dissertations by an authorized administrator of ScholarWorks@UARK. For more information, please contact [email protected], [email protected]. Alkali Silica Reaction Mitigation Using High Volume Class C Fly Ash A thesis submitted in partial fulfillment Of the requirements for the degree of Masters of Science in Civil Engineering By William J. Phillips Missouri University of Science & Technology Bachelors of Science in Civil Engineering, 2013 July 2015 University of Arkansas This thesis is approved for recommendation to the Graduate Council _____________________________ Dr. W. Micah Hale Thesis Director _____________________________ _____________________________ Dr. Ernest Heymsfield Dr. Clinton M. Wood Committee Member Committee Member ABSTRACT Alkali-Silica Reaction (ASR) is a neutralization reaction that occurs between an acid (silicic acid) and a basic pH pore solution (Calcium Oxide, Potassium Oxide, and Sodium Oxide). ASR causes deleterious expansion within concrete, which can cause durability issues decreasing the life span of concrete. ASR in concrete has been found in increasing quantities since its discovery in 1940 by Stanton. -
Class C Fly Ash As a Full Or Partial Replacement for Portland Cement Or Lime
68 TRANSPORTATION R ESEARCH RECORD 1219 Class C Fly Ash as a Full or Partial Replacement for Portland Cement or Lime KENNETH L. McMANrs AND ARA ARMAN A study was undertaken to evaluate the stabilization or mod Designation C 207, Type N) and a Type I portland cement ification of sands and clays using ASTM Class C fly ash as a (AASHTO Designation M85) were used in the study. full or partial replacement for hydraulic cement or hydrated A base or subbase material is usually evaluated with respect lime. Strength and durability tests demonstrated that the Class to its strength and durability. Louisiana Department of Trans C fly ashes of the study could be substituted for cement in portation and Development (DOTD) criteria (TR 432-82) some sands. Improvement of the sands was provided by the were used to evaluate the performance of the sand specimens matrix formed with fly ash acting as a filler and as a cementing (i.e., sand plus fly ash alone, sand plus fly ash and lime, sand agent. The test results indicate the importance of the gradation plus fly ash and cement, and sand plus cement alone). This characteristics of the materials and the effects on matrix quality due to the presence of fines in the natural sands. Also, improve specification required the minimum cement content to cor ments in the plastic properties and gains in soil support with respond to a strength of 250 psi with a 7-day curing period at the addition of fly ash and/or lime were evaluated for two clays. -
Armorhab: Design Reference Architecture (DRA) for Human
Copyright © 2016 by Dark Sea Industries LLC and the University of New Mexico. Published by The Mars Society with permission ArmorHab: Design Reference Architecture (DRA) for human habitation in deep space Peter Vorobieff Professor and Assistant Chair, Assistant Chair of Facilities, Department of Mechanical Engineering University of New Mexico, Albuquerque, NM, 87131 Phone: (505) 277-8347 email: [email protected] Affiliation: University of New Mexico Craig Davidson Administrator 4808 Downey NE Albuquerque, NM 87109 Phone: 505-720-2321 email: [email protected] Affiliation: Dark Sea Industries LLC Dr. Mahmoud Reda Taha, Peng Professor and Chair, Department of Civil Engineering University of New Mexico, Albuquerque, NM 87131-0001 Office: (505) 277-1258, Cell: (505) 385-8930, Fax (505) 277-1988 http://civil.unm.edu/faculty-staff/faculty-profiles/mahmoud-taha.html www.unm.edu/~mrtaha/index.htm Affiliation: University of New Mexico Christos Christodoulou Associate Dean for Research Distinguished Professor, Electrical & Computer Engineering University of New Mexico Albuquerque, NM 87131 Tel: (505) 277-6580 www.ece.unm.edu/faculty/cgc www.cosmiac.org Affiliation: University of New Mexico Anil K. Prinja Professor and Chair Department of Nuclear Engineering University of New Mexico Albuquerque, NM 87131-1070 -1- Copyright © 2016 by Dark Sea Industries LLC and the University of New Mexico. Published by The Mars Society with permission Phone: (505)-277-4600, Fax: (505)-277-5433 [email protected] Affiliation: University of New Mexico Svetlana V. Poroseva Assistant Professor Department of Mechanical Engineering University of New Mexico, Albuquerque, NM, 87131 Phone: 1(505) 277-1493, Fax: 1(505) 277-1571 email: poroseva at unm.edu Affiliation: University of New Mexico Mehran Tehrani Assistant Professor Department of Mechanical Engineering University of New Mexico, Albuquerque, NM, 87131 Phone: 1(505) 277-1493, Fax: 1(505) 277-1571 email: [email protected] Affiliation: University of New Mexico David T. -
Feature Articles in This Issue
Above: a 1998 period mockup of a modular space station architecture at Johnson Space Center .Feature Articles in This Issue. IN FOCUS “Green” Space-Based From Lava Tube Skylights to Lava tube Solar Power Needs “Green” Rockets One of the space projects supported by many if Settlements not most space enthusiasts is space-based solar power, Peter Kokh pp 3-6 that is, a multitude of solar power satellites in GEO, Mare Ingenii – Sea of Ingenuity Geosynchronous Earth Orbit. And it is obvious that we Sweet Spot on the Moon’s Farside have to begin with a demonstration unit built of materials Peter Kokh page 6 and parts launched from Earth. Most of us see this as a solution to the growing shortage of “clean” energy. This Lunacrete – Easy Concrete for Lunar Needs is something we can sell to the public, and especially to Larry Beyer pp 7-8 the environmentally aware: [=> p. 2, col. 2 ] Toxic Boosters – Shuttle SRB Boosters => Right: An ATK (formerly Morton Thiokol) Solid Rocket Booster. Each Shuttle uses 2 4-segment SRBs. Constella- tion would use 2 5-segment ones. “Each SRB produces 80% more liftoff thrust than one F-1 engine, the most powerful single-chamber liquid-fueled rocket engine ever flown.” [WP] It is easy to see why we use them. The hush-hush problem is that the SRBs put our very dirty, even toxic, exhaust fumes. See our “In Focus” Editorial. 1 ⇒ In Focus Editorial continued from p. 1. Moon Miners’ Manifesto If the demonstration unit convinces enough Published monthly except January and July., by the Lunar investors (power generation company consortia and Reclamation Society (NSS-Milwaukee) for its members, national governments) that we need to deploy hundreds, members of participating National Space Society chapters, even thousands of larger such units, to meet Earth’s members of The Moon Society, and individuals worldwide.