Corrosion of steel H piles in decomposed granite

Authors
Citation
Ih. Wong et Kh. Law, Corrosion of steel H piles in decomposed granite, J GEOTECH G, 125(6), 1999, pp. 529-532
Citations number
7
Categorie Soggetti
Civil Engineering
Journal title
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING
ISSN journal
10900241 → ACNP
Volume
125
Issue
6
Year of publication
1999
Pages
529 - 532
Database
ISI
SICI code
1090-0241(199906)125:6<529:COSHPI>2.0.ZU;2-N
Abstract
To study the corrosion of steel H piles in a completely decomposed granite, piles were exposed by excavation 22 years after their installation. The th ickness of the pile sections was measured. The average corrosion rate of th e steel piles was estimated to be 0.011 mm/year, and the maximum corrosion rate was estimated to be 0.015-0.018 mm/year. The rates are low. The result s confirm the conclusions derived from tests done in places with temperate climate that steel piles installed in undisturbed, native soils undergo lit tle corrosion. Thus, such conclusions are also applicable to the completely decomposed granite in a place like Singapore with high year-round temperat ures ranging from 25 to 35 degrees C.