Some prestressed concrete ties placed on railway from Nanjing to Shang
hai show map and longitudinal cracking. Up date to 1995, cracking happ
ened in 9082 ties out of 20945 on 11.9 km railway in Shanghai and more
than 85% ties were damaged at Shanghai railway station. Analyses on t
he affected concrete ties indicate that periclase and ettringite are p
ot involved in the expansion of concrete. The coarse aggregates were a
lkali-silica reactive and were attacked by alkalis. Alkali-silica reac
tion is a primary cause for deterioration of the railway ties.