Research Article

The Influence of the Track Parameters on Vibration Characteristics of Subway Tunnel

Table 2

Wheel coupling system orbit parameters in specific value.

QuantityThe quality of the rail unit length (mr)Rail elastic modulus (E)Rail section inertia (I)Fastener vertical stiffness (Kr)Fastener damping (Cr)Sleeper quality (ms)The sleeper spacing (a)Under the sleeper rubber pad stiffness (Ks)Under the sleeper rubber pad damping (Cs)C40 concrete elastic modulus (Ec)Concrete Poisson’s ratio (ν)

Value60 kg/m2.059 × 1011 Pa2.037 × 10−5 m47.8 × 107 N/m5 × 104 N·s/m0.545 m7.8 × 107 N/m5.88 × 104 N·s/m3 × 1010 Pa0.2