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Procedure adopted in joining 50-ft and 25-ft piles, using welded reinforcement and rapid hardening concrete; after driving 50 ft pile until head is within two feet of ground level, top is cut back 12 in.; exposed reinforcement is then concreted with dryest mix practicable.
Procedure adopted in joining 50-ft and 25-ft piles, using welded reinforcement and rapid hardening concrete; after driving 50 ft pile until head is within two feet of ground level, top is cut back 12 in.; exposed reinforcement is then concreted with dryest mix practicable.
Splicing of reinforced concrete piles
Commonwealth Engr
Antill, J.M. (author)
1948
3 pages
Article (Journal)
English
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