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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.

紀錄類型:	書目-語言資料,印刷品 : Monograph/item
正題名/作者:	Predicting the axial capacity of screw piles installed in Western Canadian soils./
作者:	Tappenden, Kristen M.
面頁冊數:	193 p.
附註:	Source: Masters Abstracts International, Volume: 46-02, page: 1131.
Contained By:	Masters Abstracts International46-02.
標題:	Geotechnology. -
電子資源:	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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