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Ary Setyawan
Researcher at Sebelas Maret University
Publications - 93
Citations - 349
Ary Setyawan is an academic researcher from Sebelas Maret University. The author has contributed to research in topics: Asphalt & Compressive strength. The author has an hindex of 8, co-authored 72 publications receiving 243 citations.
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Journal ArticleDOI
Asessing the Compressive Strength Properties of Semi-Flexible Pavements
TL;DR: In this paper, the compressive properties of grouted macadam composites were assessed using a range of engineering, compressive strength is the most common strength test for rigid pavements since it is relatively easy to conduct compared to other tests and numerous correlations exist to predict other material properties.
Journal ArticleDOI
Predicting the Remaining Service Life of Road Using Pavement Condition Index
TL;DR: In this article, the authors evaluated the condition of the road performance and damages and calculated the remaining service life of the pavement on East Line of South Sumatera, as well as examined the relationship between these two values.
Journal ArticleDOI
The Effect of Pavement Condition on Vehicle Speeds and Motor Vehicles Emissions
TL;DR: In this article, the authors examined how road damages effects of the vehicle speed subsequently to the motor vehicle emission and concluded that there is a decrease in vehicle's speed by 55% in very poor road condition compared to excellent road condition.
Book ChapterDOI
Effect of cementitious grouts on the properties of semi-flexible bituminous pavements
TL;DR: In this paper, a range of cementitious grouts were formulated using a variety of binders including ordinary Portland cement, silica fume and fly ash to provide improved strength and performance characteristics with reduced water/binder ratios, whilst maintaining high workability.
Journal ArticleDOI
Investigating and Comparing Traffic Induced and Restrained Temperature Stresses in a Conventional Rigid Pavement and Semi-Rigid Layers
TL;DR: In this paper, the authors compared the magnitude of restrained temperature stresses that can be achieved in both a rigid pavement and a flexible pavement with a grouted macadam surface and found that the latter could be as vulnerable to combined thermal and traffic stress as concrete and with respect to traffic induced stresses.