Abstract
This Paper Reports on a Study of 43 Compression Load Tests (Five Fully Instrumented) and Ten Pullout Tests of Auger Cast-In-Place (ACIP) Piles in Sand. Eight Design Methods Reported in the Literature Were Used to Predict the Measured Pile Capacities. Ultimate Load Capacities of the ACEP Load Tests Were Determined using Two Different Definitions of Ultimate Capacity and Compared with Predictions. Load Transfer Behavior Was Determined from a Study of the Fully Instrumented Pile Tests and Compared to Predicted Values. Recommendations Are Made Regarding the Design Approach Most Appropriate for These Foundations and the Best Procedure for Estimating Ultimate Capacity from Pile Load Tests. © 2004 ASCE.
Recommended Citation
G. A. Zelada and R. W. Stephenson, "Design Methods for Auger CIP Piles in Compression," Proceedings of Sessions of Geo-Denver 2000 - New Technological and Design Developments in Deep Foundations, GSP 100, vol. 288, pp. 418 - 432, American Society of Civil Engineers, Dec 2000.
The definitive version is available at https://doi.org/10.1061/40511(288)30
Department(s)
Civil, Architectural and Environmental Engineering
International Standard Book Number (ISBN)
978-078440511-6
Document Type
Article - Conference proceedings
Document Version
Citation
File Type
text
Language(s)
English
Rights
© 2023 American Society of Civil Engineers, All rights reserved.
Publication Date
01 Dec 2000
