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    Corrosion of Steel H Piles in Decomposed Granite

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 006
    Author:
    Ing Hieng Wong
    ,
    Kong Hoi Law
    DOI: 10.1061/(ASCE)1090-0241(1999)125:6(529)
    Publisher: American Society of Civil Engineers
    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 thickness of the pile sections was measured. The average corrosion rate of the 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 results confirm the conclusions derived from tests done in places with temperate climate that steel piles installed in undisturbed, native soils undergo little corrosion. Thus, such conclusions are also applicable to the completely decomposed granite in a place like Singapore with high year-round temperatures ranging from 25 to 35°C.
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      Corrosion of Steel H Piles in Decomposed Granite

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    contributor authorIng Hieng Wong
    contributor authorKong Hoi Law
    date accessioned2017-05-08T21:26:44Z
    date available2017-05-08T21:26:44Z
    date copyrightJune 1999
    date issued1999
    identifier other%28asce%291090-0241%281999%29125%3A6%28529%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51738
    description abstractTo study the corrosion of steel H piles in a completely decomposed granite, piles were exposed by excavation 22 years after their installation. The thickness of the pile sections was measured. The average corrosion rate of the 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 results confirm the conclusions derived from tests done in places with temperate climate that steel piles installed in undisturbed, native soils undergo little corrosion. Thus, such conclusions are also applicable to the completely decomposed granite in a place like Singapore with high year-round temperatures ranging from 25 to 35°C.
    publisherAmerican Society of Civil Engineers
    titleCorrosion of Steel H Piles in Decomposed Granite
    typeJournal Paper
    journal volume125
    journal issue6
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(1999)125:6(529)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 006
    contenttypeFulltext
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