This paper discusses the findings from an investigation of a deteriorated reinforced concrete median barrier in Sherbrooke, Quebec, Canada. The barrier has been subjected to repeated freezing and thawing, deicer salts and exhaust fumes for a number of years. The study based on field samples, focus
Investigation of deteriorated concrete railway ties
β Scribed by Jin Qinhua; Deng Min; Han Sufen
- Publisher
- Elsevier Science
- Year
- 1996
- Tongue
- English
- Weight
- 518 KB
- Volume
- 26
- Category
- Article
- ISSN
- 0008-8846
No coin nor oath required. For personal study only.
β¦ Synopsis
Some prestressed concrete ties placed on railway from Nanjing to Shanghai show map and longitudinal cracking. Up date to 1995, cracking happened 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 the affected concrete ties indicate that periclase and ettringite are not involved in the expansion of concrete. The coarse aggregates were alkali-silica reactive and were attacked by alkalis. Alkali-silica reaction is a primary cause for deterioration of the railway ties.
π SIMILAR VOLUMES
A simple dynamic model of monobloc concrete railway sleepers of non-uniform cross-section has been derived by reference to experimental data for about the first six resonance frequencies of 12 different types of sleeper. It is demonstrated that a sleeper is well modelled as a uniform Timoshenko beam
The disruptive conditions of concrete exposed to cold sea water in the tidal zone are examined. They are the result of the combination of physical and chemical processes, one enhancing the other. Wetting and drying, freezing and thawing as thermal shocks generate microcracks and allow further satura