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    Human Factors in Highway Geometric Design 

    Source: Journal of Transportation Engineering, Part A: Systems:;1996:;Volume ( 122 ):;issue: 001
    Author(s): George Kanellaidis
    Publisher: American Society of Civil Engineers
    Abstract: Research of human factors in highway engineering may be seen to include two main areas: the effect of geometric design on driver behavior, and the consideration of driver behavior variability. A critical review of pertinent ...
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    Aspects of Road Safety Audits 

    Source: Journal of Transportation Engineering, Part A: Systems:;1999:;Volume ( 125 ):;issue: 006
    Author(s): George Kanellaidis
    Publisher: American Society of Civil Engineers
    Abstract: The procedure of road safety audit (RSA), which originated in Great Britain and is now being spread in several countries around the world, can be incorporated in the framework of designing, constructing, and operating road ...
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    Grading Design of Side Slopes Fitting Roadside Topography 

    Source: Journal of Transportation Engineering, Part A: Systems:;1996:;Volume ( 122 ):;issue: 001
    Author(s): George Kanellaidis
    Publisher: American Society of Civil Engineers
    Abstract: Preparing the grading plan of the side slopes on a highway section is an effective way to obtain an overall three-dimensional view of the entire design area, and a design fitting the roadside topography. Flattening the ...
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    Highway Geometric Design from the Perspective of Recent Safety Developments 

    Source: Journal of Transportation Engineering, Part A: Systems:;2011:;Volume ( 137 ):;issue: 012
    Author(s): George Kanellaidis; Sophia Vardaki
    Publisher: American Society of Civil Engineers
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    Required Stopping Sight Distance on Crest Vertical Curves 

    Source: Journal of Transportation Engineering, Part A: Systems:;2001:;Volume ( 127 ):;issue: 004
    Author(s): Ioannis Taignidis; George Kanellaidis
    Publisher: American Society of Civil Engineers
    Abstract: Required stopping sight distance (SSD), used to calculate the minimum rate of vertical curvature or the minimum length of a crest vertical curve (CVC), is usually calculated on the assumption that the grade of the braking ...
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    Impact of Earthquakes on Cantilever Retaining Walls 

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 010
    Author(s): Charis J. Gantes; George Kanellaidis; Dimitris Kallivokas
    Publisher: American Society of Civil Engineers
    Abstract: Cantilever retaining walls are required to retain earth at a change in ground elevation. As the nonseismic design of cantilever retaining walls is well discussed elsewhere, this paper deals mainly with seismic considerations. ...
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    Closure to “<i>Impact of Earthquakes on Cantilever Retaining Walls</i>” by Charis J. Gantes, George Kanellaïdis, and Dimitris Kallivokas (Oct., 1989, Vol. 115, No. 10) 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 010
    Author(s): Charis Gantes; George Kanellaïdis; Dimitris Kallivokas
    Publisher: American Society of Civil Engineers
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