The Potential Use of Pavement Recycling Blending with Stone Dust in Road Construction

2016 ◽  
Author(s):  
Saravut Jaritngam ◽  
Opas Somchainuek ◽  
Pichai Taneerananon
Keyword(s):  
Road Construction ◽  
Stone Dust ◽  
Pavement Recycling ◽  
Potential Use

scholarly journals Preliminary Examination of the System Fly Ash-Bottom Ash-Flue Gas Desulphurization Gypsum-Portland Cement-Water for Road Construction

2013 ◽  
Vol 2013 ◽  
pp. 1-7 ◽  
Author(s):  
R. Tokalic ◽  
S. Marinkovic ◽  
P. Trifunovic ◽  
G. Devic ◽  
S. Zildzovic
Keyword(s):  
Fly Ash ◽  
Portland Cement ◽  
Flue Gas ◽  
Bottom Ash ◽  
Road Construction ◽  
Mineralogical Composition ◽  
Mass Ratio ◽  
Preliminary Examination ◽  
Potential Use ◽  
Flue Gas Desulphurization

This paper describes an investigation into the use of three power plant wastes: fly ash, flue gas desulphurization gypsum, and bottom ash for subbase layers in road construction. Two kinds of mixtures of these wastes with Portland cement and water were made: first with fly ash consisting of coarser particles (<1.651 mm) and second with fly ash consisting of smaller particles (<0.42 mm). The mass ratio of fly ash-Portland cement-flue gas desulphurization gypsum-bottom ash was the same (3 : 1 : 1 : 5) in both mixtures. For both mixtures, the compressive strength, the mineralogical composition, and the leaching characteristics were determined at different times, 7 and 28 days, after preparation. The obtained results showed that both mixtures could find a potential use for subbase layers in road construction.

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 Special-Purpose River-Port Sediment Valorization as Road Construction Material Emphasising Environmental Aspects

2020 ◽  
Vol 9 (2) ◽  
pp. 1-18
Author(s):  
Ivana Barišić ◽  
Berislav Marković ◽  
Mirjana Vukićević ◽  
Miloš Marjanović ◽  
Tamara Brleković
Keyword(s):  
Construction Material ◽  
Road Construction ◽  
Danube River ◽  
Laboratory Research ◽  
Environmental Aspects ◽  
Engineering Structures ◽  
Sediment Samples ◽  
Good Potential ◽  
Adverse Influence ◽  
Potential Use

Abstract Special-purpose river port sediment was investigated for its potential use as a road construction material. Sediment samples were extracted from three locations in three small river ports, and detailed laboratory research was conducted to determine its basic mechanical properties and characteristics that can potentially have an adverse influence in a roadside environment. The results of the research conducted indicate that there is a need for systematic monitoring of the quality and quantity of sediment in special-purpose river ports of the Danube River Basin to maintain its mobility and prevent flooding. The basic engineering characteristics (Proctor elements, Atterberg limits, California bearing ratio, and unconfined compressive strength) determined represent the good potential of the sediment samples tested herein for use in road construction. In addition, the chemical characteristics tested indicate the need for detailed analyses of the potential environmental risk before application in civil engineering structures

Potential Use of Sandy Mining Wastes as Raw Material in Road Construction

2020 ◽  
Vol 38 (5) ◽  
pp. 5681-5691
Author(s):  
Maria del Pilar Durante Ingunza ◽  
Olavo Francisco dos Santos Júnior ◽  
André Tabosa Fernandes de Santa Cru Gerab
Keyword(s):  
Road Construction ◽  
Raw Material ◽  
Mining Wastes ◽  
Potential Use

Properties of Emulsification and Recycling of Reclaimed Asphalt Pavement in Room Temperature

2012 ◽  
Vol 446-449 ◽  
pp. 1984-1988
Author(s):  
Zhe Sheng Ge ◽  
Xi Li ◽  
Xiao Qian Hu
Keyword(s):  
Room Temperature ◽  
Asphalt Pavement ◽  
Road Construction ◽  
Reclaimed Asphalt Pavement ◽  
Resource Saving ◽  
Environmental Friendliness ◽  
Reclaimed Asphalt ◽  
Material Costs ◽  
Pavement Recycling ◽  
Aged Asphalt

In the existing technology of cold asphalt pavement recycling, it is only the aggregate that is used again after the crushing and screening of the Reclaimed Asphalt Pavement (RAP), but the asphalt is discarded. So a lot of asphalt resource is wasted. The technology of emulsification and recycling of RAP in room temperature reuses the aged asphalt in the RAP thereby effectively reducing the quantity of newly added asphalt and also improving the performance of the mixture. The application of this technology will save a lot of valuable resources, reduce material costs and save project investments. The technology also contributes to the practice of “resource-saving and environmental-friendliness” in road construction.

scholarly journals POTENTIAL USE OF PHOSPHATE WASTES AS AGGREGATES IN ROAD CONSTRUCTION

2009 ◽  
Vol 37 (2) ◽  
pp. 413-422
Author(s):  
A. A. AHMED ◽  
A. Z. M. ABOUZEID
Keyword(s):  
Road Construction ◽  
Potential Use

scholarly journals POTENTIAL USE OF MINES AND QUARRIES SOLID WASTE IN ROAD CONSTRUCTION AND AS REPLACEMENT SOIL UNDRE FOUNDATIONS

2014 ◽  
Vol 42 (4) ◽  
pp. 1094-1105
Author(s):  
Ahmed Abdul Mageed Ahmed ◽  
Khairy Hassan Abdel kareem ◽  
Ahmed Mohamed Altohamy ◽  
Sherein Ahmed Mohamed Rizk
Keyword(s):  
Solid Waste ◽  
Road Construction ◽  
Potential Use

scholarly journals POTENTIAL USE OF 'ENSET' FIBER ASH AS PARTIAL REPLACEMENT OF CONVENTIONAL FILLER MATERIAL IN HOT MIX ASPHALT

2021 ◽  
Vol 12 (2) ◽  
pp. 91-111
Author(s):  
Yisak Kibru ◽  
Anteneh Geremew ◽  
Biruk Yigezu
Keyword(s):  
Hot Mix Asphalt ◽  
Road Construction ◽  
Hydrated Lime ◽  
Filler Material ◽  
Partial Replacement ◽  
Construction Costs ◽  
Experimental Laboratory ◽  
To Come ◽  
Pavement Construction ◽  
Potential Use

The main problems in road construction and maintance work in Ethiopia  availability of a large amount of appropriate quality materials in road construction sites, aggregates in different size fractions are not readily obtainable, necessitating their procurement from long distances, thereby causing an exorbitant increase in construction costs. One of the main problems in constructing the asphalt paving mixture is obtaining a sufficient amount of filler material from crushing fine rock material and low percent using ordinary Portland cement (OPC), hydrated lime (HL) and marble dust. To overcome this problem, it is important to come across alternative filler material to address this gap using naturally available material. Currently, renewed attention has been given to the use of ‘waste’ materials instead of conventional aggregates in pavement construction. This research study investigates the potential use of ‘Enset’ fiber ash as a partial replacement of conventional filler material in hot mix asphalt supported by experimental laboratory investigation. In order to achieve this study, purposive sampling techniques were adopted to select the sample size and location. The study evaluated the potential of ‘Enset’ fiber ash as filler for the design of dense-graded hot mix asphalt by referencing traditional filler control mix procedures based on standard specifications, and a crush rock filler was utilized as a conventional filler material as a control for comparison. The Marshal Stability and Rutting Test (RT) was conducted to determine the HMA specimen's performance. Several HMA specimens were prepared using aggregate blend according to ASTM D 1559 with four different percentages of ‘Enset’ fiber ash (EFA) of 15%, 25%, 35% and 45% filler replacement the total filler weight used in the control mix. Specimens were prepared and tests performed according to EN 12697-22 procedure-B for rutting test. All HMA properties were taken at 4% air void and determined their optimum bitumen content (OBC). Almost the same result with the control mix was observed in the study at 15% and 25% of the ‘Enset’ fiber ash (EFA) replacement. However, higher Marshall Stability, a lower void filled with asphalt, better flow, a good void in mineral were observed at 25% ‘Enset’ fiber ash (EFA) replacement. At this rate, the rutting performance is less than that of the control mix but is within the specifications of 2.78mm and 2.9 mm of rutting depth less than 6mm that satisfies the EN 13108 requirement. As a result, Enset fiber ash filler can replace traditional filler material up to 25% of the total filler weight used in this study. It was recommended to use ‘Enset' fiber ash (EFA) as a filler material as a partial replacement in a bituminous paving mixture up to the specificed percentage by weight replacement.

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