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ASTM Selected Technical Papers
Behavior of Deep Foundations
By
R Lundgren
R Lundgren
1
Regional Managing Principal, Executive Vice President
, Woodward-Clyde Consultants
, San Francisco, Calif. 94111
; editor
.
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ISBN-10:
0-8031-0291-7
ISBN:
978-0-8031-0291-0
No. of Pages:
622
Publisher:
ASTM International
Publication date:
1979
eBook Chapter
Analytical Methods to Predict Pile Capacities
By
JR Cheeks
JR Cheeks
1
Vice president
, Stokley, Cheeks and Associates
, Lexington, Ky. 40587
.
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Page Count:
10
-
Published:1979
Citation
Cheeks, J. "Analytical Methods to Predict Pile Capacities." Behavior of Deep Foundations. Ed. Lundgren, R. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959 : ASTM International, 1979.
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A comprehensive test pile program was conducted for a large manufacturing facility. During this program, several pile types, including timber, precast concrete, concrete-filled pipe, and shells were driven and load tested to failure. Prior to load testing, the ultimate pile capacity was predicted by three static and two dynamic techniques. After testing, the predicted and measured capacities were compared. The wave equation and the Dutch cone penetration soundings resulted in the most consistent predictions.
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Related Chapters
Pile Load Tests to Evaluate Load Transfer Mechanisms
Behavior of Deep Foundations
A Rational Procedure for Evaluating the Behavior of Impact-Driven Piles
Behavior of Deep Foundations
Dynamic and Earthquake Forces on Deep Foundations
Performance of Deep Foundations
Data Generation, Integration, Management, and Visualization
Pipeline Geohazards: Planning, Design, Construction and Operations
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