DOCSLIB.ORG

Silica Fume As a Scm for Pervious Concrete

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
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. Sample groups included mixes with river gravel and chipped limestone as aggregate, washed and unwashed, and two different void contents. iii Workability tests showed that mixtures containing a silica fume dosage rate of 5 percent or less had comparable or slightly improved workability when compared to control groups. Workability was found to decrease at a 7 percent dosage rate. Samples were tested for compressive strength at 7 and 28 days and splitting tensile strength at 28 days. It was found in most sample groups, strength increased with dosage rates of 3 to 5 percent but often decreased when the dosage reached 7 percent. Abrasion testing showed that both samples containing washed aggregate and samples containing silica fume exhibited a reduced mass loss. iv APPROVAL PAGE The faculty listed, appointed by the Dean of the School of Computing and Engineering, have examined a thesis titled “The Effects of Utilizing Silica Fume in Portland Cement Pervious Concrete,” presented by Daniel A. Mann, candidate for the Master of Science Degree, and certify in their opinion it is worthy of acceptance. Supervisory Committee John T. Kevern, Ph.D., Committee Chair Department of Civil Engineering Ceki Halmen, Ph.D. Department of Civil Engineering Travis Fields, Ph.D. Department of Mechanical Engineering v CONTENTS 1. ABSTRACT ....................................................................................................................... iii 2. CONTENTS ....................................................................................................................... vi 3. LIST OF ILLUSTRATIONS ........................................................................................... viii 4. LIST OF TABLES ............................................................................................................ xii 5. ACKNOWLEDGEMENTS ............................................................................................. xiii 6. INTRODUCTION .............................................................................................................. 1 7. LITERATURE REVIEW ................................................................................................... 3 8. MATERIALS .................................................................................................................... 10 9. MIXTURE PROPORTIONS ............................................................................................ 13 Paste Mixtures ............................................................................................................. 14 Mortar Mixtures .......................................................................................................... 15 Pervious Concrete Mixtures ........................................................................................ 15 10. MIXING METHODS ....................................................................................................... 18 Paste Mixture Methods ............................................................................................... 18 Mortar Mix Method .................................................................................................... 20 Pervious Mix Method ................................................................................................. 21 11. TEST METHODS ............................................................................................................. 22 Paste Testing ............................................................................................................... 22 Mortar Testing ............................................................................................................ 24 Pervious Testing ......................................................................................................... 25 12. RESULTS AND DISCUSSION ....................................................................................... 35 Paste Results ............................................................................................................... 35 vi Mortar Cubes .............................................................................................................. 43 Pervious Concrete ....................................................................................................... 44 13. CONCLUSIONS............................................................................................................... 76 14. FUTURE TESTING ......................................................................................................... 80 15. REFERENCES ................................................................................................................. 82 16. VITA ................................................................................................................................. 85 vii LIST OF ILLUSTRATIONS Figure Page 1 PHOTOMICROGRAPH OF OPC (LEFT) AND SF (RIGHT) AT THE SAME MAGNIFICATION (HOLLAND, 2005). ......................................................................... 4 2 HOT WEATHER MIXING CONFIGURATION ............................................................... 19 3 MORTAR ULTRASOUND MIXING ................................................................................ 20 4 PCPC SAMPLE WITH TOO MUCH WATER ADDED ................................................... 21 5 BROOKFIELD VISCOMETER MODEL USED FOR TESTING..................................... 22 6 CAPSULE AND SPINDLE OF BROOKFIELD VISCOMETER ...................................... 23 7 ASTM C109 MORTAR CUBE COMPRESSIVE STRENGTH TESTING ....................... 25 8 CAPPING-CAPPING PROCESS FOR COMPRESSIVE STRENGTH TESTING ........... 26 9 COMPRESSIVE STRENGTH TESTING OF A PERVIOUS CONCRETE SAMPLE. .... 27 10 SPLITTING TENSILE STRENGTH SETUP ................................................................... 28 11 ASTM C944 ROTARY ABRASION APPARATUS ....................................................... 29 12 ABRASION PLATE SPECIMEN BEFORE ROTARY ABRASION TESTING ............ 30 13 ABRASION PLATE SPECIMEN AFTER ROTARY ABRASION TESTING ............... 30 14 PERVIOUS CONCRETE PERMEABILITY TEST SETUP ............................................ 33 15 PERVIOUS CONCRETE PERMEABILITY TEST SAMPLES ...................................... 34 16 DATA PROCESSING FOR P-5 AT 10 MINUTES MIXING TIME USING LINEAR VISCOSITY MODEL ..................................................................................................... 35 17 EXAMPLE OF DATA PROCESSING FOR P-5 AT 10 MINUTES MIXING TIME ACKNOWLEDGING SHEAR THINNING BEHAVIOR ............................................. 36 18 SUM OF SQUARES MODEL FITTING FOR BINGHAM PLASTIC AND HERSHELL- BULKLEY FOR P-5 ....................................................................................................... 37 19 DATA SAMPLE SHOWING LINEAR VISCOSITY AT 0% SF DOSAGE ................... 38 20 RHEOLOGY RESULTS FOR P-5 AT 0 TO 90 MINUTES ASSUMING LINEAR VISCOSITY .................................................................................................................... 39 viii 21 RHEOLOGY RESULTS FOR P-5 AT 0 TO 90 MINUTES AT SHEAR RATES OF 10 SEC-1 AND 35 SEC-1 ...................................................................................................... 40 22 VISCOSITY AND YIELD STRESS FOR DIFFERENT SF DOSAGE RATES ............. 41 23 HOT WEATHER MIXING RHEOLOGY ........................................................................ 42 24 TYPICAL MORTAR CUBE FAILURE ........................................................................... 43 25 UNIT WEIGHT TESTING BY ASTM C1688 ................................................................. 48 26 7-DAY 20-PERCENT DESIGN VOIDS LIMESTONE COMPRESSIVE STRENGTH VALUES ........................................................................................................................
Load more

Recommended publications
  • 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.
    [Show full text]
  • Microstructural and Compressive Strength Analysis for Cement Mortar with Industrial Waste Materials
    Available online at www.CivileJournal.org Civil Engineering Journal Vol. 6, No. 5, May, 2020 Microstructural and Compressive Strength Analysis for Cement Mortar with Industrial Waste Materials Zahraa Fakhri Jawad a, Rusul Jaber Ghayyib a, Awham Jumah Salman a* a Al-Furat Al-Awsat Technical University, Najaf, Kufa, Iraq. Received 06 December 2019; Accepted 02 March 2020 Abstract Cement production uses large quantities of natural resources and contributes to the release of CO2. In order to treat the environmental effects related to cement manufacturing, there is a need to improve alternative binders to make concrete. Accordingly, extensive study is ongoing into the utilization of cement replacements, using many waste materials and industrial. This paper introduces the results of experimental investigations upon the mortar study with the partial cement replacement. Fly ash, silica fume and glass powder were used as a partial replacement, and cement was replaced by 0%, 1%, 1.5%, 3% and 5% of each replacement by the weight. Compressive strength test was conducted upon specimens at the age of 7 and 28 days. Microstructural characteristic of the modified mortar was done through the scanning electron microscope (SEM) vision, and X-ray diffraction (XRD) analysis was carried out for mixes with different replacements. The tests results were compared with the control mix. The results manifested that all replacements present the development of strength; this improvement was less in the early ages and raised at the higher ages in comparison with the control specimens. Microstructural analysis showed the formation of hydration compounds in mortar paste for each replacement. This study concluded that the strength significantly improved by adding 5% of silica fume compared with fly ash and glass powder.
    [Show full text]
  • 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.
    [Show full text]
  • 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.
    [Show full text]
  • Silica Fume and Metakaolin As Supplementary Cementing Materials- a Review
    ISSN(Online): 2319-8753 ISSN (Print): 2347-6710 International Journal of Innovative Research in Science, Engineering and Technology (A High Impact Factor, Monthly, Peer Reviewed Journal) Visit: www.ijirset.com Vol. 6, Issue 10, October 2017 Silica Fume and Metakaolin as Supplementary Cementing Materials- A Review Syed Abuthahir 1, Nirmalkumar2 P.G. Student, Department of Civil Engineering, Kongu Engineering College, Perundurai, Erode, India1 Professor, Department of Civil Engineering, Kongu Engineering College, Perundurai, Erode, India2 ABSTRACT:The replacement of cement by various mineral admixtures as supplementary cementing materials for concrete has gained a global attention in recent years. This replacement becomes efficient not only by increasing the strength and durability of the concrete but also reduces the usage of the ordinary cement thereby curtailing the environmental hazardous due to cement manufacturing industries. This paper reviews the work carried out on the use of silica fume (SF) and Metakaolin (MK) as supplementary cementing materials as a partial replacement for cement. The literature demonstrates that both SF and MK are effective and causes significant improvement in various properties of the concrete in both fresh and harden state. KEYWORDS: Metakaolin, Silica Fume, Compressive Strength, Durability Properties. I.INTRODUCTION Major of the construction company relies on the concrete. Cement is major constituent of concrete. The annual global production of ordinary portland cement is about 3 Gt. Cement becomes a dominant binder due to its versatility, durability, and its demand increases dramatically. Even though it is a vital material, it production directly affects the environment by releasing 0.87t of carbon dioxide for every tonne of cement produced.
    [Show full text]
  • Investigation of Alkali-Silica Reactivity in Sustainable Ultrahigh Performance Concrete
    sustainability Article Investigation of Alkali-Silica Reactivity in Sustainable Ultrahigh Performance Concrete Safeer Abbas 1, Wasim Abbass 1, Moncef L. Nehdi 2,* , Ali Ahmed 1 and Muhammad Yousaf 1 1 Civil Engineering Department, University of Engineering and Technology Lahore, Lahore 54890, Pakistan; [email protected] (S.A.); [email protected] (W.A.); [email protected] (A.A.); [email protected] (M.Y.) 2 Department of Civil and Environmental Engineering, Western University, London, ON N6A 5B9, Canada * Correspondence: [email protected]; Tel.: +1-519-6612111 (ext. 88308) Abstract: Considering its superior engineering properties, ultrahigh performance concrete (UHPC) has emerged as a strong contender to replace normal strength concrete (NSC) in diverse construction applications. While the mechanical properties of UHPC have been thoroughly explored, there is still dearth of studies that quantify the durability of UHPC, especially for sustainable mixtures made with local materials. Therefore, this research aims at investigating the alkali-silica reactivity (ASR) potential in sustainable UHPC in comparison with that of NSC. Sustainable UHPC mixtures were prepared using waste untreated coal ash (CA), raw slag (RS), and locally produced steel fibers. UHPC and benchmark NSC specimens were cast for assessing the compressive strength, flexural strength, and ASR expansion. Specimens were exposed to two curing regimes: accelerated ASR conditions (as per ASTM C1260) and normal water curing. UHPC specimens incorporating RS achieved higher compressive and flexural strengths in comparison with that of identical UHPC specimens made with CA. ASR expansion of control NSC specimens exceeded the ASTM C1260 limits (>0.20% at Citation: Abbas, S.; Abbass, W.; 28 days).
    [Show full text]
  • Study on the Influence of Fly Ash and Silica Fume with Different Dosage on Concrete Strength
    E3S Web of Conferences 237, 03038 (2021) https://doi.org/10.1051/e3sconf/202123703038 ARFEE 2020 Study on the influence of fly ash and silica fume with different dosage on concrete strength GUO Yin-le1, LIU Xue-ying1*, and HU Yue-ping2 1Zhejiang University of Water Resources and Electric Power, 310018 Hangzhou, Zhejiang, China 2Zhejiang Huanlong Environmental Technology Co., Ltd, 324400 Quzhou, Zhejiang, China Abstract. In order to improve the compressive strength of concrete, mineral admixtures can be added to concrete to replace part of the cement(C). Commonly used mineral admixtures include fly ash(FA) and silica fume(SF). Through a series of experiments, the effect of adding different amounts of fly ash and silica fume and double mixing on the strength of concrete was studied by using the same amount of substitute for cement under the same water-binder ratio. The results show that fly ash has a certain influence on improving the fluidity of concrete, and the influence on the strength of concrete is mainly in the later period; the influence of silica fume on the fluidity and strength of concrete is better than that of fly ash, and the main influence of silica fume is on the increase in strength. The early stage and the later stage are slower; the strength of concrete mixed with fly ash and silica fume at the same time increases first and then decreases with the increase of mineral admixtures. 1 Introduction 2 Materials With the development of economy and the progress of engineering technology, roads and bridges and other The cement adopts Haolong brand P·O42.5 grade cement, 2 projects continue to extend to areas with complex geology, with a specific surface area of 330m /kg, 3days flexural which requires concrete to have higher performance of strength of 4.2MPa, compressive strength of 23.7MPa; concrete[1].
    [Show full text]
  • A Review on Utilization of Fly Ash with Silica Fume and Properties of Portland Cement-Fly Ash-Silica Fume Concrete ER
    International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 07 Issue: 12 | Dec 2020 www.irjet.net p-ISSN: 2395-0072 A review on Utilization of Fly Ash with Silica Fume and Properties of Portland Cement-Fly Ash-Silica Fume Concrete ER. Masood Jamali1, ER. Sanjeev Gupta2 1Fourth Semester student, Master of CTM, Chandigarh University, Punjab, India 2Assistant Professor, Civil Engineering, Chandigarh University, Punjab, India ---------------------------------------------------------------------***---------------------------------------------------------------------- Abstract - The aim of this study is to evaluate the Portland cement is used to produce all kind of concrete for performance, workability and durability of Silica Fume and Fly construction projects. The Portland cement is use to create ash replaced by the properties of Portland cement. Concrete all kind of masonry and all kind of render and views. Which has a very high compressive strength in compression it can be most commonly used type of Portland cement is Ordinary used for mega projects but for a high rise buildings it can be Portland Cement, but there are other varieties available, loaded and make high the dead load for the building and it such as white Portland cement. Water and cement fixed and will be so expensive therefore the admixture of silica fume and harden through a chemical reaction known as 'hydration'. fly ash can make low the price of concrete and also the weight The process of hardening is described as curing, and it wants of concrete will come done and it will be possible to use in a special conditions of temperature and humidity. After mixing high rise building till 99 stories.
    [Show full text]
  • Kinetics of the Hydration Reactions in the Cement Paste with Mechanochemically Modified Cement: 29Si Magic-Angle-Spinning NMR Study''$
    Cement and Concrete Research 30 (2000) 1325± 1328 Discussion Reply to the discussion by Knut O. Kjellsen of the paper ``Kinetics of the hydration reactions in the cement paste with mechanochemically modified cement: 29Si magic-angle-spinning NMR study''$ K. Johansson, C. Larsson, O.N. Antzutkin*, W. Forsling, H.R. Kota, V. Ronin Inorganic Chemistry Department, Lulea University of Technology, S-97187 LuleaÊ, Sweden Received 24 April 2000 EMC is a product with outstanding properties. It is not The other argument of Kjellsen concerns a possible just 15±20% increase in strength as usually observed in increase of fineness of the cement blend after the vibration cement blends treated by conventional milling techniques milling. The increased cement fineness may also lead to (from Refs. [1±3] in the discussion by Knut O. Kjellsen). It accelerated cement hydration. The particle size distribution presents approximately 80% increase in compressive of Portland cement and silica fume after mechanical treat- strength as has been reported previously [1]. A part of the ment at different time periods is presented in Fig. 3 [2]. The improved cement hydration can be due to reduced porosity results are summarized in Table 1 [2]. Obviously, there is no when reaction products fill up the pore space, as suggested dramatic change of the BET surface area that can solely by Kjellsen. However, we suggest that the vibration milling explain the improved properties. Therefore, it has to be an also leads to a modification of the cement/silica fume blend additional reason. on a microscopic level. This can be seen in SEM images of Silica fume particles are reported to have an average the blend of 95 wt.% of rapid-hardening ordinary Portland diameter of 0.1 mm with a specific surface area varying cement with 5 wt.% of silica fume before and after the between 15 and 25 m2 g1.
    [Show full text]
  • Experimental Investigation of Concrete Using Silica Fume and Expanded Polystyrene
    International Journal of Scientific & Engineering Research, Volume 7, Issue 4, April-2016 ISSN 2229-5518 214 Experimental investigation of concrete using Silica Fume and Expanded Polystyrene R. Radhika B.E (P.G Student) Mr. S. Parthiban M.E., (Assistant Professor) Structural Engineering, Department of Civil Engineering, M.A.M College of Engineering and Technology, M.A.M College of Engineering and Technology Trichy Trichy [email protected] [email protected] Abstract ─ Concrete is the most important ingredient in the III. MATERIALS construction field. The increases quest for sustainable and eco- a. Cement friendly materials in the construction industry has led to research on partial replacement of the conventional constituents of concrete In this work ordinary Portland cement (OPC) of grade 53 by two selected waste materials. The attempt is made on replacing was used for casting cubes and cylinders. The cement was of Silica Fume (SF) and Expanded Polystyrene (EPS) as replacement uniform colour without any lumps. The following test have for cement and coarse aggregate in the M25 grade concrete. In this been conducted for cement and their results are given below. project, ordinary portland cement (OPC) is replaced by 10, 20, 30 Table 1 - Properties of cement percentage replacement of Silica Fume and 5 percentage of coarse aggregate is replaced by Expanded Polystyrene in M25 grade Fineness 6% concrete. Consistency 32.5% I. INTRODUCTION Initial setting time 34 minutes Cement is responsible for about 3% of the greenhouse gas Final setting time 12 hours emission and for 5% of the CO2 emission. As about 50% of the CO2 released during cement production is related to the Specific gravity 3.154 decomposition of limestone during burning, mixing of clinker with supplementary materials called blending is considered as a very effective way to reduce CO2 emission.
    [Show full text]
  • Silica Fume on the Fresh and Hardened Properties of Concrete
    Advances in Concrete Construction, Vol. 6, No. 2 (2018) 145-157 DOI: https://doi.org/10.12989/acc.2018.6.2.145 145 Review study towards effect of Silica Fume on the fresh and hardened properties of concrete Ashhad Imam, Vikash Kumar and Vikas Srivastava Department of Civil Engineering, Shepherd Institute of Engineering and Technology, Sam Higginbottom University of Agriculture, Technology & Sciences, Allahabad 211007, U.P, India (Received November 9, 2017, Revised February 22, 2018, Accepted March 5, 2018) Abstract. This paper presents a review on the use of Silica Fume (SF) as a mineral admixture in the concrete. Distinctive outcome from several researches have been demonstrated here, particularly emphasizing on the fresh and hardened properties of concrete when blended with Silica Fume (Micro-silica or Nano-silica). The results showed a substantial enhancement in the mechanical properties of concrete when replaced with SF. The review also presented a brief idea of percentage replacement of SF in case of normal and high-strength concrete. A decreasing trend in workability (slump value) has been identified when there is a increase in percentage replacement of SF. It can be concluded that the optimize percentage of replacement with SF lies in the range of 8-10% particularly for compressive strength. However the variation of blending goes up to 12-15% in case of split tensile and flexure strength of concrete. The study also demonstrates the effect of silica fume on durability parameters like water absorption, permeability, sulphate attack and chloride attack. Keywords: Silica Fume; workability; compressive strength; split tensile strength; flexure strength 1.
    [Show full text]
  • Selecting Measures to Prevent Deleterious Alkali-Silica Reaction in Concrete
    Selecting Measures to Prevent Deleterious Alkali-Silica Reaction in Concrete Rationale for the AASHTO PP65 Prescriptive Approach October 2012 Notice This document is disseminated under the sponsorship of the U.S. Department of Transportation in the interest of information exchange. The U.S. Government assumes no liability for the use of the information contained in this document. The U.S. Government does not endorse products or manufacturers. Trademarks or manufacturers' names appear in this report only because they are considered essential to the objective of the document. Quality Assurance Statement The Federal Highway Administration (FHWA) provides high-quality information to serve Government, industry, and the public in a manner that promotes public understanding. Standards and policies are used to ensure and maximize the quality, objectivity, utility, and integrity of its information. FHWA periodically reviews quality issues and adjusts its programs and processes to ensure continuous quality improvement. 1. Report No. 2. Government Accession No. 3. Recipient’s Catalog No. FHWA-HIF-13-002 4. Title and Subtitle 5. Report Date October 2012 Selecting Measures to Prevent Deleterious Alkali-Silica Reaction in Concrete: Rationale for the AASHTO PP65 Prescriptive Approach 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Thomas, M.D.A., Fournier, B., Folliard, K.J. 9. Performing Organization Name and Address 10. Work Unit No. The Transtec Group, Inc. 6111 Balcones Drive Austin, TX 78731 11. Contract or Grant No. DTFH61-06-D-00035 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Office of Pavement Technology Federal Highway Administration 1200 New Jersey Avenue, DE Washington, DC 20590 14.
    [Show full text]