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The magnitude is obviously related to the span of the floor and beam components and should be capable of sustaining practical catenary effects. It is also essential that the tie should be of a continuous form. Unless the joints in the tie are firmly bonded into the mass of the connected ...
In addition, it was also found that the interface separation near the joints and the track deformation emerges due to the temperature gradient and pier settlement, respectively. Li et al. [14] performed an analysis of the interface damage between cement asphalt mortar (CA mortar) and the track...