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Evaluation of driven piles behavior ...

Guy, Roiy.

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Evaluation of driven piles behavior in Providence Rhode Island testing program.

Record Type:	Electronic resources : Monograph/item
Title/Author:	Evaluation of driven piles behavior in Providence Rhode Island testing program./
Author:	Guy, Roiy.
Description:	624 p.
Notes:	Source: Masters Abstracts International, Volume: 43-01, page: 0315.
Contained By:	Masters Abstracts International43-01.
Subject:	Geotechnology. -
Online resource:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=1421674
ISBN:	0496264195

Evaluation of driven piles behavior in Providence Rhode Island testing program.
Guy, Roiy.

Evaluation of driven piles behavior in Providence Rhode Island testing program. - 624 p.

Source: Masters Abstracts International, Volume: 43-01, page: 0315.

Thesis (M.S.Eng.)--University of Massachusetts Lowell, 2004.

The reconstruction of the intersection of RT. I-195 and I-95 in Providence RI will require the use of driven pile foundations to support various bridges. Extensive subsurface exploration had been conducted, revealing a typical soil profile of a granular fill overlaying a thick varved silt layer underlayed by glacial till and bedrock. Due to the sensitivity of the varved silt layer and significant past construction difficulties in that area, a large scale load testing program was carried out.

ISBN: 0496264195Subjects--Topical Terms:

1018558
Geotechnology.

Evaluation of driven piles behavior in Providence Rhode Island testing program.
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100 1 $a Guy, Roiy. $3 1928183
245 1 0 $a Evaluation of driven piles behavior in Providence Rhode Island testing program.
300 $a 624 p.
500 $a Source: Masters Abstracts International, Volume: 43-01, page: 0315.
500 $a Supervisor: Samuel G. Paikowsky.
502 $a Thesis (M.S.Eng.)--University of Massachusetts Lowell, 2004.
520 $a The reconstruction of the intersection of RT. I-195 and I-95 in Providence RI will require the use of driven pile foundations to support various bridges. Extensive subsurface exploration had been conducted, revealing a typical soil profile of a granular fill overlaying a thick varved silt layer underlayed by glacial till and bedrock. Due to the sensitivity of the varved silt layer and significant past construction difficulties in that area, a large scale load testing program was carried out.
520 $a The testing program was conducted at two areas designated as test area 1 and 2. It included axial compression load tests, lateral load tests and pull-out tests of various types of piles. At test area 1 the axial compression load tests were carried out on a 14&inches; square prestressed precast concrete pile (PPC), a 14&inches; diameter concrete filled pipe pile (PP) and a 14 x 102 H-pile. Instrumentation of the axially tested piles included six to nine vibrating wire strain gages (VWSG) and four telltales in each pile. Test results were mainly targeted for the determination of the piles' ultimate capacities as well as design parameters for each layer. (Abstract shortened by UMI.)
590 $a School code: 0111.
650 4 $a Geotechnology. $3 1018558
650 4 $a Engineering, Civil. $3 783781
690 $a 0428
690 $a 0543
710 2 0 $a University of Massachusetts Lowell. $3 1017839
773 0 $t Masters Abstracts International $g 43-01.
790 1 0 $a Paikowsky, Samuel G., $e advisor
790 $a 0111
791 $a M.S.Eng.
792 $a 2004
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=1421674