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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. (Autor:in) / Wilson, S.D. (Autor:in)
1954
28 pages
Aufsatz (Zeitschrift)
Englisch
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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
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