Errata for “Axial Compression Behavior of Augered Cast-In-Place (ACIP) Piles in Cohesionless Soils” by Fred H. Kulhawy, Hon.M.ASCE and Jie-Ru Chen, in Advances in Designing and Testing Deep Foundations (GSP 129), Ed. C. Vipulanandan and F. C. Townsend, Jan 2005, 275–289. [Also in Advances in Deep Foundations (GSP 132), Ed. C. Vipulanandan and F. C. Townsend, Jan 2005 (on CD-ROM).]
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 134, Issue 4
Please note the following corrections, necessitated because of an unfortunate spread sheet calculation error.Table 1. (Corrected). Statistics for Augered Cast-In-Place (ACIP) Pile Capacity Evaluation with
Datagroup | n | ||||||
---|---|---|---|---|---|---|---|
Mean | COV (%) | Mean | COV (%) | Mean | COV (%) | ||
A | 25 | 0.48 | 37 | 0.78 | 35 | 1.23 | 34 |
35 | 0.43 | 43 | 0.74 | 41 | 1.11 | 42 | |
all | 46 | 0.45 | 43 | 0.78 | 54 | 1.09 | 50 |
These corrected results indicate that, for ACIP piles with , the Meyerhof method under-predicts by a factor slightly less than 0.5, the Reese and O'Neill method under-predicts by a factor of about 0.75, and the Kulhawy method over-predicts by a factor of about 1.1.
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© 2008 ASCE.
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Published online: Apr 1, 2008
Published in print: Apr 2008
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