Results 111 to 120 of about 28,495 (221)

Warm Mix Asphalt For Australian Airports

open access: yesInternational Journal on Pavement Engineering & Asphalt Technology, 2015
Abstract Warm Mix Asphalt (WMA) is a viable alternate to Hot Mix Asphalt (HMA) for airport surfacing in Australia. Limited experience with this technology at Australian airports has prevented its acceptance by airport owners and their designers. WMA does have a significant track record in Europe and the USA, where it has been demonstrated to provide ...
openaire   +2 more sources

Characterization of Alaskan Hot-Mix Asphalt containing Reclaimed Asphalt Pavement Material [PDF]

open access: yes, 2016
In order to properly characterize Alaskan HMA materials containing RAP, this study evaluated properties of 3 asphalt binders typically used in Alaska, PG 52-28, PG 52-40, and PG 58-34, and 11 HMA mixtures containing up to 35% RAP that were either ...
Li, Lin, Liu, Jenny, Zhao, Sheng
core  

Evaluación de la resistencia de una mezcla asfáltica tibia, sustituyendo en su fabricación, parte del agregado pétreo, por escoria de alto horno [PDF]

open access: yes, 2015
Trabajo de investigaciónA nivel mundial se realizan investigaciones destinadas a determinar el comportamiento de mezclas asfálticas tibias (con temperatura de mezclado inferior a 1500C).
Araujo-Garcés, Ancízar Efraín   +2 more
core   +1 more source

Warm-Mix Asphalt Study: Evaluation of Rubberized Hot- and Warm-Mix Asphalt with Respect to Emissions

open access: yes, 2013
In recent years, warm mix asphalt (WMA) technologies have been used to modify asphalt binders, with the aims of decreasing production and construction temperatures, reducing fumes and emissions, retaining the properties of the mix during long haul distances, and improving workability.
Farshidi, F., Jones, David, Harvey, John
openaire   +1 more source

Design and Construction Control of Warm Mix Epoxy Asphalt Mixture with Low Epoxy Content for Service Area Pavements

open access: yesBuildings
Highway service area pavements are exposed to severe conditions such as heavy traffic, oil infiltration, and temperature fluctuations, which lead to issues like rutting and cracking in conventional asphalt mixtures.
Bo Chen   +6 more
doaj   +1 more source

Optimizing In-Place Density of Asphalt Pavements During Cold Weather Paving in Nebraska [PDF]

open access: yes, 2019
Late season paving is common and often performed in colder temperatures, which is the most challenging environment for attaining optimal in-place density/compaction The in-place density of asphalt pavement greatly affects the lifespan of the pavement. It
Haghshenas, Hamzeh, Rea, Robert C.
core   +1 more source

The Air-temperature Response to Green/blue-infrastructure Evaluation Tool (TARGET v1.0) : an efficient and user-friendly model of city cooling [PDF]

open access: yes, 2019
The adverse impacts of urban heat and global climate change are leading policymakers to consider green and blue infrastructure (GBI) for heat mitigation benefits.
Broadbent, Ashley M   +6 more
core   +1 more source

Marquette Interchange Installation Report [PDF]

open access: yes, 2006
Task three of the Perpetual Pavement Instrumentation Plan for the Marquette Interchange Project called for the installation of the various pavement sensors, data acquisition system, and various other components of the system outlined in the project ...
Marquette University, Transportation Research Center
core   +1 more source

The utilization of recycled asphalt concrete with warm mix asphalt

open access: yes, 2021
The asphalt paving industry is facing two major challenges. These include increased demands for environmentally friendly paving mixtures and increasing costs of raw materials. Recycling of reclaimed asphalt pavement (RAP) is a critical necessity to save precious aggregates and to reduce the use of costly bitumen.
openaire   +1 more source

Characteristics Buton Natural Asphalt-Rubber (BNA-R) on the Performance Improvement of Warm Mix Asphalt Using Natural Zeolite

open access: yesE3S Web of Conferences, 2018
The decrease in the ability of service of pavement can be caused by the durability factor in the pavement layer in receiving heavy traffic load and the temperature of the pavement.
Wahjuningsih Nurul   +2 more
doaj   +1 more source

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