Evaluation of Structural Behavior of Wide Sleepers on Asphalt Trackbed Due to Embedded Shear Keys

Korea Train eXpress (KTX) is now being operated,
which allows Korea being one of the countries that operates the
high-speed rail system. The high-speed rail has its advantage of short
time transportation of population and materials, which lead to many
researches performed in this matter. In the case of high speed classical
trackbed system, the maintenance and usability of gravel ballast
system is costly. Recently, the concrete trackbed structure has been
introduced as a replacement of classical trackbed system. In this case,
the sleeper plays a critical role. Current study investigated to develop
the track sleepers readily applicable to the top of the asphalt trackbed,
as part of the trcakbed study utilizing the asphalt material. Among
many possible shapes and design of sleepers, current study proposed
two types of wide-sleepers according to the shear-key installation
method. The structural behavior analysis and safety evaluation on each
case was conducted using Korean design standard.





References:
[1] JI Jang,Effect on Dynamic Behavior of Railway Bridge according to
Ballast Track Stiffness, Master dissertation, Seoul National University of
Science and Technology, 2007
[2] SB Seo,Fundamentals of Track Dynamics, Yeongdeungpo-gu, Seoul,
Korea: Book gallery, 2009, ch8-10
[3] WYJung, SHLee, JWLee, and BSJu, "Behavior of Concrete Slab Track
on Asphalt Trackbed Subjected to Thermal Load”, International Journal
of Civil, Architectural, Structural and Construction Engineering (World
Academy of Science Engineering and Technology), Vol.7, No10,
pp.458-463, 2013
[4] WYJung, SHLee, JWLee, and BSJu, "Analytical Study of the Vibration
Attenuation with respect to Trackbed Systems”, International Journal of
Railway(The Korean Society ofRailway), Vol.7, No2, pp.40-45, 2014
[5] WYJung, SHLee, JWLee, and BSJu, "Analytical Study of the Wide
Sleepers on Asphalt Trackbed in Consideration of Nonlinear Contact
Condition”, International Journal of Engineering and Technology (Engg
Journals Publication), Vol.5, No4, 2013
[6] ABAQUS , Ver.6.13,DassaultSystemes
[7] JS Kim, WYJung, MH Kwon, "Dissipation of Higher Mode using
Numerical Integration Algorithm in Dynamic Analysis”, International
Journal of Civil, Architectural, Structural and Construction Engineering
(World Academy of Science Engineering and Technology), Vol.7, No2,
pp.13-20, 2013
[8] WYJung, MH Kwon and BSJu, "Structural Safety Evaluation of Zip-Line
Due to Dynamic Impact Load”, International Journal of Civil,
Architectural, Structural and Construction Engineering (World Academy
of Science Engineering and Technology), Vol.7, No10, pp.91-93, 2013
[9] WYJung, MH Kwon and BSJu, "The Flexural Improvement of RC
Beams Using an Inserted Plate between Concrete and FRP Bonding
Surface”, International Journal of Civil, Architectural, Structural and
Construction Engineering (World Academy of Science Engineering and
Technology), Vol.8, No6, pp.182-186, 2014
[10] WYJung, MH Kwon and BSJu, "Prediction of Nonlinear Torsional
Behavior of High Strength RC Beams”, International Journal of Civil,
Architectural, Structural and Construction Engineering (World Academy
of Science Engineering and Technology), Vol.8, No6, pp.176-181, 2014