ABOUT 130 STEEL PILES OF 15 M LENGTH WITH L-SHAPED CROSS-SECTION WERE DRIVEN INTO NATURAL SOIL DEPOSITS AT 10 STATIONS FOR CORROSION TESTS UNDER A VARIETY OF SOIL CONDITIONS. PRIOR TO DRIVING, THICKNESSES OF THE TEST PILES WERE MEASURED AND PHYSICAL, CHEMICAL AND ELECTROCHEMICAL CHARACTERISTICS OF THE SOIL DEPOSITS WERE INVESTIGATED. THE PILES WERE WITHDRAWN APPROXIMATELY 2, 5, AND 10 YEARS AFTER DRIVING AND THE CORROSION RATES WERE EVALUATED.
CITATION STYLE
OHSAKI, Y. (1982). CORROSION OF STEEL PILES DRIVEN IN SOIL DEPOSITS. SOILS FOUND, V 22(N 3), 57–76. https://doi.org/10.3208/sandf1972.22.3_57
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