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Bored piles 12 in. and 14 in. diam by 10 ft long were loaded with their design loads one yr after casting and their settlements were observed over period of 4 yr; settlements at loads in excess of design loads were small compared with those of similar piles subjected to short-term tests.
Bored piles 12 in. and 14 in. diam by 10 ft long were loaded with their design loads one yr after casting and their settlements were observed over period of 4 yr; settlements at loads in excess of design loads were small compared with those of similar piles subjected to short-term tests.
Long-term loading of short-bored piles
Geotechnique
Green, H. (author)
Geotechnique ; 11
1961
7 pages
Article (Journal)
English
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Calculation of Long Bored Piles for Vertical Loading
| Springer Verlag | 2024
Calculation of Long Bored Piles for Vertical Loading
| Springer Verlag | 2024
NTIS | 1986
| Taylor & Francis Verlag | 1976