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Evaluation of flexible pipes under s...

Wang, Ning.

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Evaluation of flexible pipes under shallow burial depths.

Record Type:	Language materials, printed : Monograph/item
Title/Author:	Evaluation of flexible pipes under shallow burial depths./
Author:	Wang, Ning.
Description:	222 p.
Notes:	Adviser: M. Arockiasamy.
Contained By:	Masters Abstracts International41-02.
Subject:	Engineering, Civil. -
Online resource:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=1410404
ISBN:	0493772855

Evaluation of flexible pipes under shallow burial depths.
Wang, Ning.

Evaluation of flexible pipes under shallow burial depths. - 222 p.

Adviser: M. Arockiasamy.

Thesis (M.S.)--Florida Atlantic University, 2002.

Flexible plastic and metal pipes are increasingly being used for drainage and storm sewers. When flexible pipes are buried at shallow depths, the pipe behavior will not depend on the dead load pressure above the crown, but rather on the live load pressure (vehicle load). Field tests were designed to evaluate the performance of large diameter flexible pipes of 36 in. (915 mm.) and 48 in. (1050 mm.) under shallow burial depths subjected to the actual vehicle loading. The test pipes included high-density polyethylene (HDPE) pipes, polyvinyl chloride (PVC) pipes, steel pipes and aluminum pipes. AASHTO standard pipe installation procedures were followed and pipes subjected to vehicle loads simulating the effect of HS 20-44 trucks. Measurements of interior pipe-wall strains, soil pressures at different depths and pipe deformations were taken to determine the influence of surface vehicle loads. Results of field tests are compared with those based on theoretical analyses.

ISBN: 0493772855Subjects--Topical Terms:

783781
Engineering, Civil.

Evaluation of flexible pipes under shallow burial depths.
LDR:01793nam 2200265 a 45 001 936103
005 20110510
008 110510s2002 eng d
020 $a 0493772855
035 $a (UnM)AAI1410404
035 $a AAI1410404
040 $a UnM $c UnM
100 1 $a Wang, Ning. $3 730784
245 1 0 $a Evaluation of flexible pipes under shallow burial depths.
300 $a 222 p.
500 $a Adviser: M. Arockiasamy.
500 $a Source: Masters Abstracts International, Volume: 41-02, page: 0587.
502 $a Thesis (M.S.)--Florida Atlantic University, 2002.
520 $a Flexible plastic and metal pipes are increasingly being used for drainage and storm sewers. When flexible pipes are buried at shallow depths, the pipe behavior will not depend on the dead load pressure above the crown, but rather on the live load pressure (vehicle load). Field tests were designed to evaluate the performance of large diameter flexible pipes of 36 in. (915 mm.) and 48 in. (1050 mm.) under shallow burial depths subjected to the actual vehicle loading. The test pipes included high-density polyethylene (HDPE) pipes, polyvinyl chloride (PVC) pipes, steel pipes and aluminum pipes. AASHTO standard pipe installation procedures were followed and pipes subjected to vehicle loads simulating the effect of HS 20-44 trucks. Measurements of interior pipe-wall strains, soil pressures at different depths and pipe deformations were taken to determine the influence of surface vehicle loads. Results of field tests are compared with those based on theoretical analyses.
590 $a School code: 0119.
650 4 $a Engineering, Civil. $3 783781
690 $a 0543
710 2 0 $a Florida Atlantic University. $3 1017837
773 0 $t Masters Abstracts International $g 41-02.
790 $a 0119
790 1 0 $a Arockiasamy, M., $e advisor
791 $a M.S.
792 $a 2002
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=1410404