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Consequently, it is reliable to use asymmetrical bolt-mesh-cable supporting system to control rock stability of roadways based on the asymmetrical characteristics of roadway configuration and strata behaviors.
We assessed the effects of living near local residential roadways based on objective indicators of ventilatory function and airway inflammation.
Modeling of elemental carbon attributable to traffic near roadways based on ambient air monitoring of PM2.5 has recently emerged as a viable approach and a study using this method found an association with infant wheezing.
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Mavomartis et al. [5, 13] proposed an "accurate SSD control method" which relates the 3D alignment of the roadway (horizontal and vertical) to the dynamics of vehicle path along the roadway based on the difference between the available SSD and the "demanded" SSD.
Simulation results indicate that: (1) four stress areas (І to IV) exist around the roadway based on different relief status of the tri-axial stress, and stress distributions around the borehole in those four areas are different from each other; (2) based on different air-leakage degrees, on the roadway rib, there are four air-leakage levels around borehole.
Evaluating roadways (or roadway designs) based on this model will enable stakeholders to identify those roadway segments where a paved shoulder would prove an effective safety countermeasure.
The evaluation presented in this paper is to mathematically analyze the visibility of these signal heads on a tangent roadway alignment based on satisfactory motorists' cones of vision.
The software solution described in this article can automatically visualize roadway designs, based on Computer Aided Design and Drafting (CADD) design standards.
The fast pace of deterioration in existing infrastructure systems and limited funding available have motivated U.S. Departments of Transportation (DOTs) to prioritize rehabilitation or replacement of roadway assets based on their conditions.
This study aims to investigate various pavement distress condition performance measurements and their correlations to better understand temporal spatial characteristics of roadway distress based on pavement distress condition data collected in New Mexico from 2006 to 2009.
Survey participants were asked to rate the roadway segments based on a simple question: 'What is your perceived level of satisfaction while riding on the road segment?' The rating scale was kept same as the 6-point Likert scale used in the videography survey.
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