scholarly journals Evaluation of moisture damage in asphalt concrete with CRM motorcycle tire waste passing #50 sieve size

2017 ◽  
Author(s):  
Henri Siswanto ◽  
Bambang Supriyanto ◽  
Pranoto Pranoto ◽  
Pria Rizky Chandra ◽  
Arief Rahman Hakim
Keyword(s):  
Asphalt Concrete ◽  
Moisture Damage ◽  
Sieve Size

A comprehensive evaluation of moisture damage of asphalt concrete mixtures

2015 ◽  
Vol 18 (2) ◽  
pp. 169-182 ◽  
Author(s):  
Peter E. Sebaaly ◽  
Elie Y. Hajj ◽  
Thileepan Sathanathan ◽  
Sivakulan Shivakolunthar
Keyword(s):  
Asphalt Concrete ◽  
Comprehensive Evaluation ◽  
Moisture Damage ◽  
Concrete Mixtures

Application of Limestone Manufactured Sand as Fine Aggregate in Asphalt Concrete

2012 ◽  
Vol 509 ◽  
pp. 123-127
Author(s):  
Shao Peng Wu ◽  
Pei Qiang Cui ◽  
Deng Feng Zhang
Keyword(s):  
Asphalt Concrete ◽  
Asphalt Mixture ◽  
Moisture Damage ◽  
Pavement Performance ◽  
Fine Aggregate ◽  
Replacement Ratio ◽  
Manufactured Sand ◽  
Volume Properties ◽  
Pavement Construction ◽  
Air Void

The property of aggregate has a significant effect on the performance of asphalt mixture because of its high proportion. Asphalt mixture prepared by some kind of aggregate cause the inadequate compaction problem, which results in moisture damage due to its large air void. Limestone manufactured sand is considered as one of the useful solution to overcome the compaction problem. In this paper, fine aggregate is substituted by different proportion of limestone manufactured sand (LMS). The effect of replacement ratio on volume properties and pavement performance is studied. The results show that the limestone manufactured sand can improve the pavement performance and is benefit to the compaction of andesite asphalt mixture. Furthermore, this research also provided some valuable parameters for guiding the pavement construction in the future.

Assessment of the influence of compaction method on asphalt concrete resistance to moisture damage

1993 ◽  
Vol 7 (3) ◽  
pp. 149-156 ◽  
Author(s):  
El Hussein H. Mohamed ◽  
A.O. Abd El Halim ◽  
Gerhard J. Kennepohl
Keyword(s):  
Asphalt Concrete ◽  
Moisture Damage ◽  
Compaction Method

Effect of Filler Type on the Durability of Asphalt Concrete Mixes

2018 ◽  
Vol 8 (3) ◽  
Author(s):  
Ahmed M. Mohammed ◽  
Aqeel T. Fadhil
Keyword(s):  
Portland Cement ◽  
Asphalt Concrete ◽  
Design Method ◽  
Hydrated Lime ◽  
Moisture Damage ◽  
Mineral Filler ◽  
Stone Dust ◽  
Limestone Dust ◽  
Asphalt Concrete Pavement ◽  
Lime Stone

Mineral filler is the finest fraction of aggregate (smaller than 75 gm) used in the production of asphalt paving mixed. It is essential for producing a mixture that is dense, cohesive, durable, and resistant to water penetration. In spite of the fact that filler is very small proportion of the total aggregates in the mix, due to its rather high affinity for asphalt, the changes in the type of the filler can cause the paving mixture to perform satisfactorily during the design life or deteriorate rapidly under the effect of traffic and environmental impact. The objective of this study is to investigate the effect of mineral filler types (three types, limestone dust, Portland cement and hydrated lime) in the durability of asphalt concrete mixture. To achieve the objective of this study, Marshall mix design method was utilized to produce asphalt concrete mixes at their optimum asphalt content. The mixes were, then, tested to investigate their durability properties including moisture damage and fatigue characteristics. The results indicated that the mixes prepared with hydrated lime have superior resistance to moisture damage in comparison with Portland cement and lime stone dust. On the other hand, the mixes prepared with Portland cement type of filler showed better resistance to the fatigue failure of asphalt concrete pavement.

Nanoindentation Characterization of Moisture Damage in Different Phases of Asphalt Concrete

2015 ◽  
Vol 4 (1) ◽  
pp. 20140035 ◽  
Author(s):  
Hasan Faisal ◽  
Rafiqul Tarefder ◽  
Mekdim Weldegiorgis
Keyword(s):  
Asphalt Concrete ◽  
Moisture Damage

Research on Moisture Damage Research in Hunan Province Expressway Pavement

2011 ◽  
Vol 225-226 ◽  
pp. 714-719
Author(s):  
Xiao Ying Ouyang
Keyword(s):  
Asphalt Concrete ◽  
Asphalt Pavement ◽  
Moisture Damage ◽  
Hunan Province ◽  
Humid Environment ◽  
Water Damage

According to moisture damage phenomenon of hunan province expressway, this study choses Lin-Chang, Lei-Yi, Heng-Zao as research object.The parameters of the pavement, such as void, thickness, asphalt-aggregate ratio and gradation of the asphalt concrete are measured, explored water damaged reasons in hunan specific hot and humid environment and puts forward the prevention countermeasures of asphalt pavement water damage-OGFC.

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