Evaluation of andesite waste as mineral filler in asphaltic concrete mixture

Uzun, İsmail; Terzi, Serdal

doi:10.1016/j.conbuildmat.2011.12.093

Cited by 63 publications

(28 citation statements)

References 12 publications

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“…This can most effectively be accomplished by decreasing or minimizing the percentage of fine content. Establishing adequate VMA during mix design and in the field application will help to establish adequate film thickness without excessive asphalt, which causes bleeding or flushing [13].…”

Section: Methodsmentioning

confidence: 99%

“…The optimum bitumen content was calculated by taking the average values of the following four bitumen contents [13]: 1. Bitumen content corresponding to maximum stability 2.…”

Section: Methodsmentioning

confidence: 99%

“…A lot of research have been carried out using by-products or waste materials as mineral filler in HMA, but waste glass dust have never previously been used [2][3][4][5][6][7][8][9][10][11][12][13]. Flynn (1993) used glass waste in hot mix asphalt as a part of its granular material, and the pavement was named "glassphalt" [14].…”

Section: Introductionmentioning

confidence: 99%

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Use of glass waste as mineral filler in hot mix asphalt

Saltan

Öksüz

2015

Science and Engineering of Composite Materials

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The use of resources is increasing due to continuous increase in world population and rapid industrialization, while natural resources are being exhausted day by day. Usage of waste materials or by-products in highway construction has substantial environmental and economic benefits. In this study, the usage of cullet and waste glass bottle dust as mineral filler material in hot mix asphalt as an alternate to traditional crushed stone dust was investigated. Optimum bitumen content was determined by the Marshall mix design method by using six different bitumen contents (4.0%, 4.5%, 5.0%, 5.5%, 6.0%, and 6.5%). With the optimum bitumen content, three different mineral filler types (cullet, glass bottle waste, and stone dust) and six different filler ratios (4%, 5%, 6%, 7%, 8%, and 9%) were used to prepare asphalt mixture samples. Samples were performed using the Marshall stability test, and the results were compared. It is concluded that cullet and glass bottle waste can be used in asphalt mixtures as a mineral filler alternate to crushed stone dust if the economic and environmental factors favor it.

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Section: Methodsmentioning

confidence: 99%

“…The optimum bitumen content was calculated by taking the average values of the following four bitumen contents [13]: 1. Bitumen content corresponding to maximum stability 2.…”

Section: Methodsmentioning

confidence: 99%

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Use of glass waste as mineral filler in hot mix asphalt

Saltan

Öksüz

2015

Science and Engineering of Composite Materials

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“…The list is definitely not exhaustive (Krishnaswamy and Das 2012). There are many other waste materials with a possible application potential in highway construction, for example, andesite waste (Uzun and Terzi 2012), baghouse fines (FHWA 2013), e-waste plastics (Colbert et al 2013), excavation waste (Arulrajah et al 2012a), cement kiln dust (Taha 2003;Taha et al 2004), lime kiln dust (Griffiths and Krstulovich Jr 2002), oil shale waste, wastes from phosphate and aluminum industry (CEMP 1999;Misra et al 2004), waste lime from glass and detergent industry (Do et al 2008), sludge from paper industry, spray drier fly ash, silica fume (CEMP 1999), sulphate waste (CEMP 1999; Stroup-Gardiner and Wattenberg-Komas 2013a), used engine oil (Hamad et al 2003;Sherwood 1995) and so on. The list is ever expanding.…”

Section: Closurementioning

confidence: 99%

Reclaimed Waste Materials in Sustainable Pavement Construction

Das

Swamy

2014

Climate Change, Energy, Sustainability and Pavements

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This chapter provides an in-depth but brief overview on the possible use of various waste materials for sustainable pavement construction. It compiles a literature review on the research done on such materials and highlights the current issues. IntroductionPavement construction involves consumption of large quantity of construction materials. Some of these construction materials are available in natural form and some are manufactured (from naturally occurring raw materials). Due to the rapid growth of infrastructure, naturally available good quality construction materials are gradually becoming scarce. Consequently, there is an increase in the transportation cost for acquiring good quality materials. Thus, there is a need to develop or search for alternative materials for road construction.On the other hand, large quantity of byproducts are generated from agricultural, construction and demolition, industrial and domestic sources (Aravind and Das

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“…have been recycled and reused in some applications. Similarly, the reuse of recyclable materials has been under study for many years through technological work and research on the environmental impact of such practices [4][5][6][7][8][9]. The recycling of industrial waste in civil engineering applications has remarkable potential in the long term.…”

Section: Introductionmentioning

confidence: 99%

Evaluation of waste slags produced by zinc industry in bituminous hot mixtures

Aktaş

Bozdemir

2015

J Mater Cycles Waste Manag

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Owing to the large amount of waste slags produced by zinc industry, it has become necessary to recycle it in some areas. Road construction has significant potential for the use of waste materials because more material is always needed. In this study, the engineering behaviour of asphalt concrete was investigated using mineral aggregates with waste slag, which is a by-product of the zinc-lead production industry. The asphalt concrete tested in this study was fabricated using 25, 50, 75 and 100 % mixing ratios instead of the conventional fine mineral aggregate (11, 22, 33 and 44 % rate of total aggregate mixture) to determine the possibility of using slags in the binder course of bituminous hot mixtures. The asphalt concretes, made of waste slags and conventional asphalt concrete, were evaluated in terms of their fundamental engineering properties such as Marshall stability, flow, Marshall quotient (MQ), bulk specific gravity, air voids and voids filled with bitumen in the total mix characteristics. The results indicate that the addition of waste slag as mineral aggregate improves the engineering characteristic performance and that it can be used in bituminous hot mixtures. In addition, principal component analyses were applied to examine the significance of each Marshall parameter, and a regression model was developed to estimate the MQ value using effective parameters.

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Evaluation of andesite waste as mineral filler in asphaltic concrete mixture

Cited by 63 publications

References 12 publications

Use of glass waste as mineral filler in hot mix asphalt

Use of glass waste as mineral filler in hot mix asphalt

Reclaimed Waste Materials in Sustainable Pavement Construction

Evaluation of waste slags produced by zinc industry in bituminous hot mixtures

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