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Recently developed pavement design guide, Mechanistic-Empirical Pavement Design Guses (MEPDG), uses thermal properties such as Coefficient of Thermal Contraction or Expansion (CTC or CTE), thermal conductivity (k) and specific heat capacity (C) as inputs to predict pavement distresses such as thermal cracking and aging.
The developed pavement management process provides systematic and objective procedures for maintaining the inventory of pavement infrastructure, monitoring pavement performance, selecting optimal treatment and its application time.
The developed pavement management process provides systematic and objective procedures for maintaining the inventory of pavement infrastructure, monitoring pavement performance, selecting the right treatment for the right pavement at the right time, planning and budgeting of airfield pavement preservation activities and evaluating the cost-effectiveness of past pavement preservation actions.
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Developing pavement materials by using rubber aggregate is an effective approach to massively utilize waste tires.
Our time course observations of developing pavement cells reveal an initial wave of lobe initiation followed by an extended phase of isotropic cell expansion.
In order to understand more precisely the shape transitions that occur in developing pavement cells, we collected images of the same field of cells at two different time points.
Sequential images of developing pavement cells clearly revealed an early phase of growth and lobe initiation that was completed at or near 3 DAG, and a subsequent period of diffuse growth from 3 to 7 DAG during which lobe formation was rare.
This study has proved that the RCCP containing EAF slag aggregate and fly ash can be employed to develop pavements as an exposed wearing surface.
The engineering consulting firm developed a pavement design that included the pavement layer thicknesses to carry the wind turbine components and construction materials.
Several state transportation agencies, notably Michigan, Minnesota, Ohio and California also developed comprehensive pavement maintenance guidelines in their respective areas of jurisdiction (MDOT [7]; MNDOT [8]; ODOT [9]; CalTrans [10]).
A three-phase composite conductive concrete containing steel fiber, carbon fiber, and graphite is developed for pavement deicing.
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