Results 151 to 160 of about 1,531,293 (245)

Exploring mechanical properties and cracking behavior of AC-13 and OGFC-16 aggregate-segregated asphalt mixtures

open access: yesCase Studies in Construction Materials
Aggregate segregation compromises the homogeneity of asphalt pavement, which diminishes the road performance of the asphalt mixture. The segregation behavior and damage mechanism of asphalt mixture are complex.
Ke Zhang   +5 more
doaj   +1 more source

Experimental Investigation of Temperature Distribution and Evolution in Hot Recycled Asphalt Mixtures with Different Reclaimed Asphalt Pavement Contents

open access: yesRecycling
Temperature homogeneity assumes a crucial role in the manufacture of asphalt mixtures due to its impact on mechanical formation and mixing homogeneity. The existence of reclaimed asphalt pavement (RAP) exacerbates its impact on temperature inhomogeneity.
Quan Liu   +4 more
doaj   +1 more source

Application of plateau value to predict fatigue life [PDF]

open access: yes, 2009
Fatigue resistance of asphalt mixtures represents an important parameter for pavement design. This fatigue resistance is calculated through laboratory tests which require some time depending on the strain level applied to the specimen.
Fontes, L. P. T. L.   +5 more
core   +1 more source

Deformation characteristics of asphalt mixtures

open access: yesE3S Web of Conferences
Asphalt pavement is among the most widespread road surfaces. For their design, assessment, and service life, it is necessary to evaluate the deformation characteristics of asphalt mixtures, which include the complex modulus of rigidity. Two-point (2PB-TR) and four-point (4PB-PR) flexural tests are used to determine these.
Musuta Juraj, Sramek Juraj
openaire   +2 more sources

Sustainability of Asphalt Mixtures Containing 50% RAP and Recycling Agents

open access: yesRecycling
The substitution of virgin asphalt binder with reclaimed asphalt pavement (RAP) has environmental and economic merits, however, cracking susceptibility arises due to the aged asphalt binder within RAP.
Ibrahim Elnaml   +4 more
doaj   +1 more source

Application of Cantabrian and Binder Drainage Tests in Designing of Porous Asphalt Binder Content [PDF]

open access: yes, 2004
Traditional mix design methods which normally incorporate the Marshall test are not appropriate to design porous asphalt because of the insensitivity of the Marshall stability values to variations in binder content.
Hardiman, H. (Hardiman)
core  

Crack Initiation Assessment of Wearing Course Asphalt Mixtures Using Aggregate Gradation Characteristic [PDF]

open access: yes, 2007
At normal service temperatures, wearing course asphalt mixtures may have ductile cracking. Aggregate gradation characteristic is important to avoid the premature cracking. The present study discusses a relationship between the characteristic of aggregate
Haryanto, I. (Iman), Takahashi, O. (O)
core   +1 more source

Evaluation of the stiffness modulus of bituminous mixtures using laboratory tests (NAT) validate by field back-analysis [PDF]

open access: yes, 2005
This paper concerns the evaluation of the stiffness modulus of bituminous mixtures by using the Nottingham Asphalt Tester (NAT). On the basis of indirect tensile laboratory test results, a practical model for stiffness modulus prediction in pavement ...
Correia, A. Gomes, Neves, J.
core  

Evaluation of hot mix asphalt(HMA) properties compacted at various temperatures [PDF]

open access: yes, 2005
Hot mix asphalt (HMA) mixture compacted at various temperature has always been a concern to researcher. Compaction below the standard compaction temperature may bring reverse effect on HMA properties.
Silas Tirau, Larry
core  

Reinforcement of Asphalt Concrete Mixture Using Polypropylene Fibers

open access: yesSyrian Journal for Science and Innovation
The performance of asphalt roads is affected by many factors such as temperature, water, loads and materials characteristics. These factors cause thermal cracking, permanent deformation (rutting) and fatigue distresses on asphalt concrete layers.
Mahmoud Abdullh
doaj   +1 more source

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