Effect of Complex Admixtures on Cement Properties and the Development of a Test Procedure for the Evaluation of High-Strength Cements
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Influence of Constituents' Properties on the Fracture Properties of High Strength Concrete
Influence of Constituents' Properties on the Fracture Properties of High Strength Concrete by Jeffrey Ramzi Karam B.S.C.E., Washington University in St. Louis (1995) SUBMITTED TO THE DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING IN PARTIAL FULFILLMENT OF THE REQUIREMENTS FOR THE MASTER OF SCIENCE IN CIVIL AND ENVIRONMENTAL ENGINEERING at the MASSACHUSETTS INSTITUTE OF TECHNOLOGY January, 1997 © 1997 Massachusetts Institute of Technology. All rights reserved. Signature of Author Depart/cht ofCivil and Environmental Engineering ;ember, 1996 Certified by 3iuyiik6ztrk -pervisor Certified by Joseph M. Sussman Chairman, Departmental Committee on Graduate Students C) 2 I Influence of Constituents' Properties on the Fracture Properties of High Strength Concrete by Jeffrey Ramzi Karam Submitted to the Department of Civil and Environmental Engineering January, 1997 in partial fulfillment of the requirements for the degree of Master of Science in Civil and Environmental Engineering Abstract The mechanical properties of concrete are known to be highly dependent on the characteristics of the interfacial region. Through the use of admixtures the properties of the interfacial region have been altered such that concretes of exceptional strength are now achievable. As with most engineering materials, the improved strength comes at the expense of ductility. The objective of this research was to ascertain how the properties of the basic constituents of concrete affect the ductility. An interface fracture energy methodology was used to study the influence of various internal parameters. The parameters investigated for normal and high strength mortars were: aggregate size, aggregate volume fraction, and aggregate type. Additionally, a novel code-like equation was developed in order to predict the fracture energy of a cementitious composite based on the material properties of the constituents. -
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. -
Silica Fume As a Scm for Pervious Concrete
THE EFFECTS OF UTILIZING SILICA FUME IN PORTLAND CEMENT PERVIOUS CONCRETE A THESIS IN Civil Engineering Presented to the Faculty of the University of Missouri-Kansas City in partial fulfillment of the requirements for the degree MASTER OF SCIENCE By DANIEL ALLEN MANN B.S. University of Missouri-Kansas City, 2012 Kansas City, Missouri 2014 © 2014 DANIEL ALLEN MANN ALL RIGHTS RESERVED THE EFFECTS OF UTILIZING SILICA FUME IN PORTLAND CEMENT PERVIOUS CONCRETE Daniel Allen Mann, Candidate for the Master of Science Degree University of Missouri-Kansas City, 2014 ABSTRACT Silica fume has long been used as a supplementary cementing material to provide a high density, high strength, and durable building material. Silica fume has a particle size a fraction of any conventional cement, which allows it to increase concrete strength by decreasing the porosity especially near the aggregates surface. Because Portland Cement Pervious Concrete (PCPC) has a smaller bond area between aggregate and paste, silica fume has significant impacts on the properties of the PCPC. The research in this paper studies the workability of a cement paste containing silica fume in addition to analyzing the results of testing on Portland Cement Pervious Concrete mixtures that also contained silica fume. Testing conducted included a study of the effects of silica fume on cement’s rheological properties at various dosage rates ranging from zero to ten percent by mass. It was determined that silica fume has negligible effects on the viscosity of cement paste until a dosage rate of five percent, at which point the viscosity increases rapidly. In addition to the rheological testing of the cement paste, trials were also conducted on the pervious concrete samples. -
The Effects of Alkali-Silica Reaction on the Mechanical Properties of Concretes with Three Different Types of Reactive Aggregate
Technical Paper Okpin Na* DOI: 10.1002/suco.201400062 Yunping Xi Edward Ou Victor E. Saouma The effects of alkali-silica reaction on the mechanical properties of concretes with three different types of reactive aggregate This paper investigates the degradation of the mechanical prop- environment, the product of ASR is expansive, which is erties of concretes made with three types of aggregate affected detrimental to concrete structures [1, 2]. by alkali-silica reaction (ASR). Three standard testing methods ASR is a chemical reaction between the reactive – ASTM C289, JASS 5N T-603 and ASTM C1260 – were used to silica in the aggregate and the alkalis (Na2O and K2O) in identify the reactivity of ASR of the three aggregates selected. Portland cement. This chemical reaction produces alkali- The test results show that all three aggregates are potentially silica gel swelling with the absorption of the moisture deleterious. A new acceleration method based on JASS 5N T-603 from the surrounding cement paste. The expansive gel and ASTM C1260 was proposed for concrete specimens. In the can cause cracking in the concrete. Therefore, the neces- acceleration method, cylindrical concrete specimens were used, sary conditions for the expansive ASR gel to form in the additional alkali material was added to the concrete mixture and concrete are a sufficiently high alkali concentration in the the specimens were stored under conditions similar to ASTM cement, high moisture content in the concrete and reac- C1260. The preconditioned concrete specimens were then used tive aggregates. for evaluating the mechanical properties of the ASR-affected In order to control or prevent the occurrence of concrete in terms of strength and stiffness. -
Reinforced Concrete Failure Mechanisms
Reinforced Concrete Failure Mechanisms Best Practices in Dam and Levee Safety Risk Analyses Part E – Concrete Structures Chapter E-2 Last modified June 2017, Presented July 2019 Reinforced Concrete Failure Mechanisms OUTLINE: • Types of Structures • Spillway Piers • Navigation Lock Walls • Floodwalls • Slabs • Buttresses • Factors influencing strength and stability of reinforced concrete sections • National code requirements in the context of risk • Considerations when determining risk analysis failure probabilities based on structural analysis results • Typical event tree of the progression of failure 2 Reinforced Concrete Failure Mechanisms OBJECTIVES: • Get a broad overview of potential failure modes for different kinds of reinforced concrete structures • Understand the mechanisms that affect reinforced concrete failures • Understand how to construct an event tree to represent reinforced concrete failures • Understand how to estimate event probabilities and probability of breach Reinforced Concrete Failure Mechanisms SUMMARY OF KEY CONCEPTS: • Significant uncertainty for reinforced concrete failure mechanisms under seismic loading due to limited case histories • Concrete and reinforcement material properties can be determined with confidence for dams and floodwalls. • Type and duration of loading is important to understand – consider both static and earthquake loading • Ductile and Brittle Failure mechanisms • Seismic reinforcement details have changed dramatically over the past few decades; older concrete hydraulic structures may be -
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. -
Components of Concrete Desirable Properties of Concrete
Components of Concrete Concrete is made up of two components, aggregates and paste. Aggregates are generally classified into two groups, fine and coarse, and occupy about 60 to 80 percent of the volume of concrete. The paste is composed of cement, water, and entrained air and ordinarily constitutes 20 to 40 percent of the total volume. In properly made concrete, the aggregate should consist of particles having adequate strength and weather resistance and should not contain materials having injurious effects. A well graded aggregate with low void content is desired for efficient use of paste. Each aggregate particle is completely coated with paste, and the space between the aggregate particles is completely filled with paste. The quality of the concrete is greatly dependent upon the quality of paste, which in turn, is dependent upon the ratio of water to cement content used, and the extent of curing. The cement and water combine chemically in a reaction, called hydration, which takes place very rapidly at first and then more and more slowly for a long period of time in favorable moisture conditions. More water is used in mixing concrete than is required for complete hydration of the cement. This is required to make the concrete plastic and more workable; however, as the paste is thinned with water, its quality is lowered, it has less strength, and it is less resistant to weather. For quality concrete, a proper proportion of water to cement is essential. Desirable Properties of Concrete Durability: Ability of hardened concrete to resist -
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. -
A Computational Study of the Shear Behavior of Reinforced Concrete Beams Affected from Alkali–Silica Reactivity Damage
materials Article A Computational Study of the Shear Behavior of Reinforced Concrete Beams Affected from Alkali–Silica Reactivity Damage Bora Gencturk 1,* , Hadi Aryan 1, Mohammad Hanifehzadeh 1, Clotilde Chambreuil 2 and Jianqiang Wei 3 1 Sonny Astani Department of Civil and Environmental Engineering, University of Southern California, 3620 S. Vermont Avenue, KAP 210, Los Angeles, CA 90089-2531, USA; [email protected] (H.A.); [email protected] (M.H.) 2 LMT—Laboratoire de Mécanique et Technologie, University Paris-Saclay, ENS Paris-Saclay, CNRS, 91190 Gif-sur-Yvette, France; [email protected] 3 Department of Civil and Environmental Engineering, University of Massachusetts, Lowell, MA 01854-5104, USA; [email protected] * Correspondence: [email protected]; Tel.: +1-(213)-821-1036; Fax: +1-(213)-744-1426 Abstract: In this study, an investigation of the shear behavior of full-scale reinforced concrete (RC) beams affected from alkali–silica reactivity damage is presented. A detailed finite element model (FEM) was developed and validated with data obtained from the experiments using several metrics, including a force–deformation curve, rebar strains, and crack maps and width. The validated FEM was used in a parametric study to investigate the potential impact of alkali–silica reactivity (ASR) degradation on the shear capacity of the beam. Degradations of concrete mechanical properties were correlated with ASR expansion using material test data and implemented in the FEM for Citation: Gencturk, B.; Aryan, H.; different expansions. The finite element (FE) analysis provided a better understanding of the failure Hanifehzadeh, M.; Chambreuil, C.; mechanism of ASR-affected RC beam and degradation in the capacity as a function of the ASR Wei, J. -
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. -
Experimental Investigation of Self Healing Behavior of Concrete Using Silica Fume and GGBFS As Mineral Admixtures
ISSN (Print) : 0974-6846 Indian Journal of Science and Technology, Vol 8(36), DOI: 10.17485/ijst/2015/v8i36/87644, December 2015 ISSN (Online) : 0974-5645 Experimental Investigation of Self Healing Behavior of Concrete using Silica Fume and GGBFS as Mineral Admixtures RA. B. Depaa* and T. Felix Kala Dr. MGR Educational and Research Institute University, Chennai - 600095, Tamil Nadu, India; [email protected], [email protected] Abstract The process of self-healing of concrete has been gaining momentum nowadays due to increased deterioration of concrete structures subjected to adverse environmental conditions. Admixtures like silica fume and ground granulated blast furnace slag is one of the self healing agents being experimented recently. The method of usage of Silica fume and ggbfs, the waste derivatives from coal and steel industries, strength and durability testing of these mixes for achieving the self healing prop- erty has been presented. The effects of self-healing on normal concrete by adding small amounts of GGBFS and silica fume to concrete is studied. For this purpose, silica fume is added to concrete at percent of 0%, 2.5%, 5%, 7.5%, 10%, 12.5% and cement has been replaced with GGBFS by 35% and 55% respectively. The adopted water binder ratio for silica fume specimensand GGBFS to mixes generate is 0.45. microcracks M30 mix designfor studying is being the done durability as per properties the Indian of Standard the specimens. Code IS: The 10262-1982. strength properties The specimens of con- are first tested for compressive strength at 28 days, then 70% and 90% of the compressive load is applied to another set of crete specimens made using silica fume and GGBFS are tested for compressive strength and the durability properties are studied using sorptivity index test.