A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Safe loads on dog-leg piles
Evaluating loading capacity of curved piles by means of load tests; need of method arose on two New York City projects; lower portion of point bearing piles consisted of closed-ended steel pipe and upper portion of corrugated shell; second group of piles were closed-ended pipe piles driven to rock; slope of piles was measured by slope indicator developed by junior author; analyses of piles of both groups; pile load tests.
Safe loads on dog-leg piles
Evaluating loading capacity of curved piles by means of load tests; need of method arose on two New York City projects; lower portion of point bearing piles consisted of closed-ended steel pipe and upper portion of corrugated shell; second group of piles were closed-ended pipe piles driven to rock; slope of piles was measured by slope indicator developed by junior author; analyses of piles of both groups; pile load tests.
Safe loads on dog-leg piles
Am Soc Civ Engrs -- Proc Separate
Parsons, J.D. (author) / Wilson, S.D. (author)
1954
28 pages
Article (Journal)
English
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| Engineering Index Backfile | 1944
| ASCE | 2021
Bearing formulae for safe loads on piles
| Engineering Index Backfile | 1888
Discussion of “Safe Loads on Dog-Leg Piles”
| ASCE | 2021
Closure to “Safe Loads on Dog-Leg Piles”
| ASCE | 2021