Study and experiment analysis of the feasibility of partial replacement of Industrial Waste Glass Powder as Cement in Self Compacting Concrete

2017 ◽  
Vol 7 (1) ◽  
pp. 29
Author(s):  
Rahul Roy ◽  
Pratyush Kumar
Keyword(s):  
Industrial Waste ◽  
Glass Powder ◽  
Waste Glass ◽  
Partial Replacement ◽  
Self Compacting Concrete ◽  
Waste Glass Powder ◽  
Experiment Analysis

scholarly journals Mechanical Properties of Mortars Containing Waste Glass Powder

2019 ◽  
Vol 50 (1) ◽  
pp. 30-34 ◽  
Author(s):  
Elżbieta Horszczaruk ◽  
Piotr Brzozowski
Keyword(s):  
Construction Industry ◽  
Co2 Emission ◽  
Glass Powder ◽  
Waste Glass ◽  
Partial Substitution ◽  
Partial Replacement ◽  
Glass Cullet ◽  
Glass Waste ◽  
Waste Glass Powder ◽  
Creative Construction

The utilization of solid waste materials or industrial waste as partial substitution of cement is growing in construction industry all around world. Less cement consumption causes consequently reduction in CO2 emission into the atmosphere and reduction in energy consumption. This paper examines the possibility of using finely ground waste glass as a partial replacement for cement and as a sealing admixture. Glass powder used in the research was prepared from the glass waste obtained from a local recycling company. Glass cullet made of brown glass, which after rinsing to remove sugars and other impurities, was dried and ground to a fraction below 125 μm.This paper is the revised version of the paper that has been published in the Proceedings of the Creative Construction Conference 2018 (Horszczaruk and Brzozowski, 2018).

scholarly journals Durability of High Volume Glass Powder Self-Compacting Concrete

2020 ◽  
Vol 10 (22) ◽  
pp. 8058
Author(s):  
Samia Tariq ◽  
Allan N. Scott ◽  
James R. Mackechnie ◽  
Vineet Shah
Keyword(s):  
Particle Size ◽  
Glass Powder ◽  
High Volume ◽  
General Purpose ◽  
Waste Glass ◽  
Self Compacting Concrete ◽  
Cement Replacement ◽  
Chloride Diffusivity ◽  
Waste Glass Powder ◽  
Binder Ratio

The transport characteristics of waste glass powder incorporated self-compacting concrete (SCC) for a number of different durability indicators are reported in this paper. SCC mixes were cast at a water to binder ratio of 0.4 using glass powders with a mean particle size of 10, 20 and 40 µm and at cement replacement levels of 20, 30 and 40%. The oxygen permeability, electrical resistivity, porosity and chloride diffusivity were measured at different ages from 3 to 545 days of curing. The amount and particle size of the incorporated waste glass powder was found to influence the durability properties of SCC. The glass incorporated SCC mixes showed similar or better durability characteristics compared to general purpose (GP) and fly ash mixes at similar cement replacement level. A significant improvement in the transport properties of the glass SCC mixes was observed beyond 90 days.

scholarly journals Effect of Partial Replacement of Crushed Stone Dust Filler with Waste Glass Powder in Hot Mix Asphalt Concrete Production

2020 ◽  
Author(s):  
Destaw Kifile ◽  
Emer Quezon ◽  
Abel Tesfaye
Keyword(s):  
Glass Powder ◽  
Hot Mix Asphalt ◽  
Road Construction ◽  
Waste Glass ◽  
Crushed Stone ◽  
Partial Replacement ◽  
Waste Glass Powder ◽  
Stone Dust ◽  
Concrete Production ◽  
Bitumen Content

The use of waste recycled materials in road construction nowadays considered a positive means of providing improved pavement performance. This research focused on evaluating the effect of waste glass powder as a partial replacement of crushed stone dust filler in hot mix asphalt. Three hot mix asphalt samples produced using crushed stone dust of 5%, 6.5%, and 8% as mineral filler with five different bitumen content of 4%, 4.5%, 5%, 5.5%, and 6%, respectively. From the preliminary series tests of asphalt contents, a 6.5% crushed stone dust filler selected, providing the highest stability of waste glass powder. The content of crushed stone dust filler replaced with a rate of 0%, 25%, 50%, 75%, and 100% to test Marshal stability to obtain the Optimum bitumen content and Optimum filler content. Results indicated at 75% replacement of crushed stone dust with waste glass powder at 5.10% bitumen content, 12.0kN Marshall stability value, 2.84mm Flow value, 4.0% Air voids, 72.3% VFB, and 2.360g/cm3 Bulk density. Hence, the mixture of 75% waste glass powder by weight of crushed stone dust filler meets the minimum requirements of the Ethiopian Road Authority and Asphalt Institute Specifications.

scholarly journals Development of Environment-Friendly Concrete through Partial Addition of Waste Glass Powder (WGP) as Cement Replacement

2020 ◽  
Vol 6 (12) ◽  
pp. 2332-2343
Author(s):  
Fasih Ahmed Khan ◽  
Khan Shahzada ◽  
Qazi Sami Ullah ◽  
Muhammad Fahim ◽  
Sajjad Wali Khan ◽  
...  
Keyword(s):  
Compressive Strength ◽  
Glass Powder ◽  
Waste Glass ◽  
Modulus Of Rupture ◽  
Partial Replacement ◽  
Supplementary Cementitious Material ◽  
Beam Elements ◽  
Pozzolanic Material ◽  
Waste Glass Powder ◽  
Study Results

This paper presents the study carried out on the utilization of Waste Glass Powder (WGP) as supplementary cementitious material in concrete. The evaluation of the influence of WGP on the mechanical properties of concrete was carried out by casting and testing of concrete samples as per ASTM standards (cylinders and beam elements). The control samples were designed to represent field conditions with a target compressive strength of 20,000 kPa. The Portland cement in concrete was substituted with WGP in proportions of 0%-35% by weight, in increments of 5%. Two curing domains were adopted in the preparation of the test samples to evaluate the effect of pozzolanic material wherein the tested samples were cured for 28, 56, and 84 days. The study results indicated a reduction in compressive strength of concrete up to 10% with partial replacement of cement with 25% of WGP when standard curing of 28 days was adopted. Furthermore, with the same replacement proportion and prolonged curing for 84 days, the gap in strength reduction was reduced by 5%. However, a significant decrease in workability was noted between the control concrete samples and glass powder infused concrete. Furthermore, the Waste Glass Powder Concrete (WGPC) exhibited an improved flexural strength with the modulus of rupture for WGPC being 2% higher than control concrete at the age of 84 days. Based on the results of this study it was concluded that 25% replacement of cement with WGP provides an optimum replacement ratio. Doi: 10.28991/cej-2020-03091620 Full Text: PDF

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