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  • Dell'Acqua, Gianluca  (6)
  • 1
    Online Resource
    Online Resource
    Elsevier BV ; 2024
    In:  Science of The Total Environment Vol. 927 ( 2024-06), p. 171716-
    In: Science of The Total Environment, Elsevier BV, Vol. 927 ( 2024-06), p. 171716-
    Type of Medium: Online Resource
    ISSN: 0048-9697
    RVK:
    Language: English
    Publisher: Elsevier BV
    Publication Date: 2024
    detail.hit.zdb_id: 1498726-0
    detail.hit.zdb_id: 121506-1
    SSG: 12
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  • 2
    Online Resource
    Online Resource
    SAGE Publications ; 2012
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 2282, No. 1 ( 2012-01), p. 57-66
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 2282, No. 1 ( 2012-01), p. 57-66
    Abstract: For many years, much research has been carried out to assess the affordability of paving a road. Now, increased construction and maintenance costs for traditional asphalt pavement systems have persuaded many civil administrations, regional councils, and agencies to replace pavement with gravel surfaces. Low-volume roads (LVRs), as they are presented in this paper, constitute a significant proportion of the total road network in Italy (around 80%) and in many other countries. Such infrastructures are vital parts of the road network, but their construction can have significant adverse effects on the environment. As a result, these roads must be well planned, well designed, well constructed, and properly maintained to create minimal adverse effects, to be cost-effective in the long term, and to have acceptable maintenance and repair costs. Limited resources often exist for LVRs, and a frequent question is whether to use paved or gravel surfaces. In many cases, the choice depends only on economic considerations, which must take maintenance costs into account. A complete procedure that applies cluster analysis and multicriteria analysis is presented for deciding whether to pave gravel road surfaces on the basis of different geometric, traffic, and environmental layouts.
    Type of Medium: Online Resource
    ISSN: 0361-1981 , 2169-4052
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2012
    detail.hit.zdb_id: 2403378-9
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  • 3
    Online Resource
    Online Resource
    SAGE Publications ; 2014
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 2433, No. 1 ( 2014-01), p. 129-135
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 2433, No. 1 ( 2014-01), p. 129-135
    Abstract: For decades, crashes have been studied as discrete events with the focus on the circumstances of the crash. This type of analysis has been used to identify the characteristics of roadway features associated with higher crash experience, but other factors, such as traffic volumes, driver characteristics, land use, and environmental conditions, are also needed to explain or describe crash events. The Highway Safety Manual (HSM) provides a predictive method to estimate the expected average crash frequency of a site in given geometric and geographic conditions over a specific period for a specific annual average daily traffic volume. The study presented here investigated whether the modeling results closely matched the crash records. The HSM algorithms were used to assess transferability as a whole. The results suggested that implementing the HSM techniques should foster the development of local safety performance functions and accident modification factors. Calibration preserved the original HSM model form and the relationship between independent variables and crashes. To adjust the base predicted crash frequency to meet the current conditions, the accident modification factor calculations for lane width, horizontal curves, and vertical grades were made. Crash types (head-on and side collisions, single-vehicle crashes, and rear-end collisions) were investigated on the basis of the vertical grade and the curvature indicator. The estimated model provides planners and designers with a tool better able to target and select countermeasures to address these specific aspects and results in improved project selection and improved safety.
    Type of Medium: Online Resource
    ISSN: 0361-1981 , 2169-4052
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2014
    detail.hit.zdb_id: 2403378-9
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  • 4
    In: Construction and Building Materials, Elsevier BV, Vol. 164 ( 2018-03), p. 508-524
    Type of Medium: Online Resource
    ISSN: 0950-0618
    Language: English
    Publisher: Elsevier BV
    Publication Date: 2018
    detail.hit.zdb_id: 2002804-0
    detail.hit.zdb_id: 58896-9
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  • 5
    Online Resource
    Online Resource
    Riga Technical University ; 2010
    In:  The Baltic Journal of Road and Bridge Engineering Vol. 5, No. 2 ( 2010-06-17), p. 89-97
    In: The Baltic Journal of Road and Bridge Engineering, Riga Technical University, Vol. 5, No. 2 ( 2010-06-17), p. 89-97
    Type of Medium: Online Resource
    ISSN: 1822-427X , 1822-4288
    Language: English
    Publisher: Riga Technical University
    Publication Date: 2010
    detail.hit.zdb_id: 3033852-9
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  • 6
    Online Resource
    Online Resource
    SAGE Publications ; 2013
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 2349, No. 1 ( 2013-01), p. 121-128
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 2349, No. 1 ( 2013-01), p. 121-128
    Abstract: Road safety has become a priority field worldwide and one of the major factors describing the state of the transport system with its positive and negative changes. Many studies on driver speed behavior can be found in the scientific literature, and researchers have addressed roadway alignment consistency for travel safety in the context of real operating speeds. This study illustrates an experimental analysis conducted on the Tirrenia Inferiore State Highway in southern Italy without spiral transition curves between geometric tangent and circular elements on the horizontal alignment in order to check a new prediction consistency model. Two consistency measures were developed and compared with the results available in the literature: the first was the relative area bounded by the speed profile and the average weighted speed, and the second was the standard deviation of operating speeds in each design element along the entire road examined. With a combination of these two previous measures and according to an extensive sensitivity analysis, a consistency model was developed and thresholds for good, acceptable, and poor road consistency can now be proposed. The consistency prediction model was related to the number of crashes occurring between 2003 and 2010. It was found that as design consistency increased, the number of crashes decreased significantly. The consistency model can be used for this purpose during the geometric design process or during the evaluation process for two-lane rural highways.
    Type of Medium: Online Resource
    ISSN: 0361-1981 , 2169-4052
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2013
    detail.hit.zdb_id: 2403378-9
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