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Translucent Concrete Utilization of Waste Glass in Concrete

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Translucent Concrete Utilization of Waste Glass in Concrete Eindhoven University of Technology MASTER Translucent concrete utilization of waste glass in concrete Rouvas, S. Award date: 2013 Link to publication Disclaimer This document contains a student thesis (bachelor's or master's), as authored by a student at Eindhoven University of Technology. Student theses are made available in the TU/e repository upon obtaining the required degree. The grade received is not published on the document as presented in the repository. The required complexity or quality of research of student theses may vary by program, and the required minimum study period may vary in duration. General rights Copyright and moral rights for the publications made accessible in the public portal are retained by the authors and/or other copyright owners and it is a condition of accessing publications that users recognise and abide by the legal requirements associated with these rights. • Users may download and print one copy of any publication from the public portal for the purpose of private study or research. • You may not further distribute the material or use it for any profit-making activity or commercial gain Department of the Built Environment Building Physics and Services Den Dolech 2, 5612 AZ Eindhoven P.O. Box 513, 5600 MB Eindhoven The Netherlands Author Spyridon Rouvas Final master project Student number 0788173 Translucent concrete: E-mail [email protected] Date Utilization of waste glass in 26 August 2013 concrete Spyridon Rouvas Personal information and supervisory committee Personal information Document type: Master project Project title: Translucent concrete: Utilization of waste glass in concrete Date: 26th August 2013 Student name: Spyridon Rouvas E-mail address: [email protected] Student number: 0788173 Study program related information Master: Architecture, Building & Planning (ABP) Speciality: Building Physics and Services Supervisory committee Chairman: prof.dr.ir. Jos Brouwers E-mail address: [email protected] 2nd daily supervisor: ir. Przemek Spiesz E-mail address: [email protected] 3rd supervisor: dr.ir. Qingliang Yu E-mail address: [email protected] 4th supervisor: ir. Bert Van Schaijk E-mail address: [email protected] Table of Contents 1. Preface ................................................................................................................................... 1 2. Introduction ........................................................................................................................... 2 2.1 Problem description ......................................................................................................... 2 2.2 Objectives and research questions .................................................................................. 3 2.3 Outline of the thesis ......................................................................................................... 3 3. Literature review ................................................................................................................... 5 3.1 Introduction ...................................................................................................................... 5 3.1.1 Trias hylica ................................................................................................................. 5 3.1.2 Glass production and recycling ................................................................................. 5 3.1.3 Applications of glass in concrete ............................................................................... 8 3.1.4 Sustainable perspective of waste glass in concrete ................................................ 11 3.2 Problems related with the application of waste glass in concrete ................................ 12 3.2.1 Alkali silica reaction ................................................................................................. 12 3.2.1.1 Definition and mechanism ........................................................................... 12 3.2.1.2 Parameters influencing the ASR .................................................................... 13 3.2.1.3 Neutralization of ASR by utilization of mineral additives and pozzolans ..... 18 3.2.2 Strength and other properties of concrete with glass ............................................ 19 3.3 Perspectives of utilization of waste glass in concrete.................................................... 20 3.3.1 Translucency ............................................................................................................ 20 3.3.2 Photocatalytic oxidation with titanium dioxide ...................................................... 22 3.4 Conclusion ...................................................................................................................... 24 4. Materials processing ........................................................................................................... 25 4.1 Materials used in this thesis ........................................................................................... 25 4.2 Drying ............................................................................................................................. 26 4.3 Washing the waste glass ................................................................................................ 27 5. Laboratory techniques and measurement methods ......................................................... 28 5.1 Particle size analysis of materials ................................................................................... 28 5.1.1 Sieving ...................................................................................................................... 28 5.1.2 Laser diffractometer ................................................................................................ 29 5.2 Specific density ............................................................................................................... 30 5.3 Chemical composition of waste glass ............................................................................ 31 5.4 Properties of concrete: fresh and hardened state ......................................................... 32 5.4.1 Fresh state-flow table test ...................................................................................... 32 5.4.2 Hardened state- flexural and compressive strength ............................................... 32 5.5 Alkali silica reaction test ................................................................................................. 34 5.6 Translucency test ............................................................................................................ 35 5.6.1 Concrete plate design .............................................................................................. 35 5.6.2 Translucency measurement .................................................................................... 37 6. Mix design............................................................................................................................ 38 6.1 Self-compacting concrete (SCC) and the optimized algorithm ...................................... 38 6.2 Design approach ............................................................................................................. 38 6.2.1 Constraints ............................................................................................................... 39 6.2.2 Reference concrete ................................................................................................. 39 6.2.3 Mixtures wit recycled (waste) glass ........................................................................ 41 7. Analysis of results ................................................................................................................ 45 7.1 Mechanical properties ................................................................................................... 45 7.1.1 Effect of total replacement of a single aggregate ................................................... 51 7.1.2 Effect of fly ash ........................................................................................................ 51 7.1.3 Effect of different percentage of replacement ....................................................... 52 7.1.4 Effect of glass powder ............................................................................................. 52 7.1.5 Effect of washing ..................................................................................................... 53 7.1.6 Effect of washing ..................................................................................................... 54 7.2 Alkali-silica reaction ........................................................................................................ 55 7.2.1 Effect of the color .................................................................................................... 58 7.2.2 Effect of glass powder ............................................................................................. 59 7.2.3 Effect of washing ..................................................................................................... 59 7.2.4 Effect of white slag .................................................................................................. 60 7.2.5 Cracks caused by ASR .............................................................................................. 61 7.3 Lighting test ...................................................................................................................
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