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Predicting the axial capacity of scr...

Tappenden, Kristen M.

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Predicting the axial capacity of screw piles installed in Western Canadian soils.

Record Type:	Language materials, printed : Monograph/item
Title/Author:	Predicting the axial capacity of screw piles installed in Western Canadian soils./
Author:	Tappenden, Kristen M.
Description:	193 p.
Notes:	Source: Masters Abstracts International, Volume: 46-02, page: 1131.
Contained By:	Masters Abstracts International46-02.
Subject:	Geotechnology. -
Online resource:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=MR30032
ISBN:	9780494300329

Predicting the axial capacity of screw piles installed in Western Canadian soils.
Tappenden, Kristen M.

Predicting the axial capacity of screw piles installed in Western Canadian soils. - 193 p.

Source: Masters Abstracts International, Volume: 46-02, page: 1131.

Thesis (M.Sc.)--University of Alberta (Canada), 2007.

Screw piles are deep foundations constructed of one or more steel helical plates affixed to a central steel shaft, embedded into the ground by the application of a turning moment to the pile head. This thesis evaluates the effectiveness of the LCPC direct pile design method and selected empirical torque correlations for predicting the capacity of screw piles loaded in static axial tension and compression. The results of 29 full-scale axial load tests conducted on screw piles installed in Western Canada are presented. The LCPC method is applied in conjunction with the results of site-specific cone penetration testing to 23 of the 29 documented screw piles, and empirical correlations of installation torque to ultimate axial capacity are examined for all 29 test piles. In addition, a light-weight apparatus is presented for conducting cone penetration tests in softer soils, as an alternative to commercial rig-mounted equipment.

ISBN: 9780494300329Subjects--Topical Terms:

1018558
Geotechnology.

Predicting the axial capacity of screw piles installed in Western Canadian soils.
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020 $a 9780494300329
035 $a (UMI)AAIMR30032
035 $a AAIMR30032
040 $a UMI $c UMI
100 1 $a Tappenden, Kristen M. $3 1269549
245 1 0 $a Predicting the axial capacity of screw piles installed in Western Canadian soils.
300 $a 193 p.
500 $a Source: Masters Abstracts International, Volume: 46-02, page: 1131.
502 $a Thesis (M.Sc.)--University of Alberta (Canada), 2007.
520 $a Screw piles are deep foundations constructed of one or more steel helical plates affixed to a central steel shaft, embedded into the ground by the application of a turning moment to the pile head. This thesis evaluates the effectiveness of the LCPC direct pile design method and selected empirical torque correlations for predicting the capacity of screw piles loaded in static axial tension and compression. The results of 29 full-scale axial load tests conducted on screw piles installed in Western Canada are presented. The LCPC method is applied in conjunction with the results of site-specific cone penetration testing to 23 of the 29 documented screw piles, and empirical correlations of installation torque to ultimate axial capacity are examined for all 29 test piles. In addition, a light-weight apparatus is presented for conducting cone penetration tests in softer soils, as an alternative to commercial rig-mounted equipment.
590 $a School code: 0351.
650 4 $a Geotechnology. $3 1018558
690 $a 0428
710 2 $a University of Alberta (Canada). $3 626651
773 0 $t Masters Abstracts International $g 46-02.
790 $a 0351
791 $a M.Sc.
792 $a 2007
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=MR30032