Research Article

Biaxial Shear Load Capacity of Anchor System for Quick-Hardening Track on Railway Bridges

Table 5

Test variables and the specimen names.

SpecimenAnchor bolts designTrack specimen dimension (m × m × m)Loading directionNo. of specimens

ALDesign A2.8 × 1.0 × 0.53Longitudinal1
ATDesign A1.0 × 1.0 × 0.53Transverse1
BLDesign B2.8 × 1.0 × 0.53Longitudinal2
BTDesign B2.8 × 1.0 × 0.53Transverse2