INVESTIGATION OF DETERIORATED CONCRETE RAILWAY TIES

Authors
Citation
Qh. Jin et al., INVESTIGATION OF DETERIORATED CONCRETE RAILWAY TIES, Cement and concrete research, 26(7), 1996, pp. 999-1006
Citations number
4
Categorie Soggetti
Construcion & Building Technology","Material Science
ISSN journal
00088846
Volume
26
Issue
7
Year of publication
1996
Pages
999 - 1006
Database
ISI
SICI code
0008-8846(1996)26:7<999:IODCRT>2.0.ZU;2-Q
Abstract
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.