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Under water cutting, by explosive methods, of timber piles at bridge over Maribyrnong River
Piles were double cleated at 15 ft below silt level; since stream is navigable waterway, it was necessary to demolish piles cleanly at silt level, average length of pile to be removed being 16 ft; girdle method for explosive work was, therefore, adopted; arrangement of placing explosive charge shown in drawing.
Under water cutting, by explosive methods, of timber piles at bridge over Maribyrnong River
Piles were double cleated at 15 ft below silt level; since stream is navigable waterway, it was necessary to demolish piles cleanly at silt level, average length of pile to be removed being 16 ft; girdle method for explosive work was, therefore, adopted; arrangement of placing explosive charge shown in drawing.
Under water cutting, by explosive methods, of timber piles at bridge over Maribyrnong River
Instn Engrs Australia -- J
Wright, W.G. (author)
1942
2 pages
Article (Journal)
English
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