Abstract：Abstract:Research purposes: CRTS III slab track is one of the main non - ballasted track type used in Chinese high
speed railways. But at present，a little research has been devoted to the analysis of tlieir fatigue behavior. In order to
research the fatigue characteristic of CRTS III slab track under temperature and train load，based on the load character of
slab track，the 5 million cycle fatigue prototype test of CRTS III slab track witli pre - tensioning and post - tensioning
prestressed slab was simultaneously conducted in this paper. The deformation of track components and the stress of slab
was tested under the environmental temperature and cyclic train loading， at the same time，the change of cavity
height beneath the track slab with the increased cyclic numberwas monitored in this experiment.
Research conclusions ：( 1) The environment temperature has some influence on the vertical deformation of rail，while it has a significant influence on the vertical deformation at the end of slab，at a distance of 1/4 slab length from the end of
slab，at the end of roadbed and the stress of slab. (2) With the increase of cyclic number of train loading，the stress of track slab，the vertical deformation of slab and roadbed both decrease in different degree. (3) The height of the cavity beneath the track slab changes slightly when the train load cycle number is less than 625 000，then it will distinctively increase witli the increased cycle number. (4 ) Comparing witli the post - tensioning prestressed slab track ； the influence
of temperature and train load on the vertical deformation of slab ； the stress of slab and the cavity height beneatli the track
slab is more significant for CRTS III slab track witli pre - tensioning slab. (5) The research results can provide the
experimental basis for the design and maintenance of the CRTS III slab track.
刘学毅1，刘丹1，赵坪锐1，黄林2. CRTS Ⅰ型板式无砟轨道疲劳性能试验研究[J]. 铁道工程学报, 2016, 33(11): 51-56.
LIU Xue - yi1，LIU Dan1，ZHAO Ping - rui，HUANG Lin2. Experimental Research on the Fatigue Behavior Test of CRTS III Slab Track. Journal of Railway Engineering Society, 2016, 33(11): 51-56.
2016, Vol. 33 
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