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Ground displacements and pipe respon...

Queen's University (Canada).

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Ground displacements and pipe response during pulled-in-place pipe installation.

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	Ground displacements and pipe response during pulled-in-place pipe installation./
作者:	Cholewa, Johnathan Andrew.
面頁冊數:	242 p.
附註:	Source: Dissertation Abstracts International, Volume: 70-04, Section: B, page: 2552.
Contained By:	Dissertation Abstracts International70-04B.
標題:	Engineering, Civil. -
電子資源:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=NR48213
ISBN:	9780494482131

Ground displacements and pipe response during pulled-in-place pipe installation.
Cholewa, Johnathan Andrew.

Ground displacements and pipe response during pulled-in-place pipe installation. - 242 p.

Source: Dissertation Abstracts International, Volume: 70-04, Section: B, page: 2552.

Thesis (Ph.D.)--Queen's University (Canada), 2009.

Polymer pipes, typically high density polyethylene (HDPE), can be pulled-into-place, avoiding traditional cut-and-cover construction, using pipe bursting and horizontal directional drilling (HDD) pipe installation techniques. Of particular interest, are the ground displacements, induced by cavity expansion, associated with these techniques and the strains that develop in existing pipes in response to these displacements. Further, the axial stress-strain response of the new HDPE pipe during and after the cyclic pulling force history required to pull the pipe into place is of interest.

ISBN: 9780494482131Subjects--Topical Terms:

783781
Engineering, Civil.

Ground displacements and pipe response during pulled-in-place pipe installation.
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245 1 0 $a Ground displacements and pipe response during pulled-in-place pipe installation.
300 $a 242 p.
500 $a Source: Dissertation Abstracts International, Volume: 70-04, Section: B, page: 2552.
502 $a Thesis (Ph.D.)--Queen's University (Canada), 2009.
520 $a Polymer pipes, typically high density polyethylene (HDPE), can be pulled-into-place, avoiding traditional cut-and-cover construction, using pipe bursting and horizontal directional drilling (HDD) pipe installation techniques. Of particular interest, are the ground displacements, induced by cavity expansion, associated with these techniques and the strains that develop in existing pipes in response to these displacements. Further, the axial stress-strain response of the new HDPE pipe during and after the cyclic pulling force history required to pull the pipe into place is of interest.
520 $a Surface displacements and strains in an adjacent polyvinyl chloride (PVC) pipe induced by static pipe bursting were measured during the replacement of a new unreinforced concrete pipe, buried 1.39 m below the ground surface, within a test pit filled with a well-graded sand and gravel. For the pipe bursting geometry tested, the maximum vertical surface displacement measured at the ground surface was 6 mm, while the distribution of vertical surface displacements extended no more than 2 m on either side of the centreline. The maximum longitudinal strain measured in the PVC pipe was less than 0.1% and its vertical diameter decreased by only 0.5%, suggesting that pipe bursting did not jeopardize the long-term performance of the water pipe tested.
520 $a In addition, results from identical stress relaxation and creep tests performed on whole pipe samples and coupons trimmed from a pipe wall were compared, and these demonstrated that the coupons exhibited higher modulus than the pipe samples. Therefore, isolated pipe samples, as opposed to coupons, were tested to quantify the stress-strain response of HDPE pipe during the simulated installation, strain recovery, and axial restraint stages of HDD. Axial strains were found to progressively accumulate when an HDPE pipe sample was subjected to the cyclic stress history used to simulate an HDD installation. It was shown that existing linear and nonlinear viscoelastic models can serve as predictive design tools for estimating the cyclic strain history of HDPE pipe during installation. For the specific conditions examined, the tensile axial stresses redeveloped in the pipe samples, once restrained, were not large enough to lead to long-term stress conditions conducive to slow crack growth even when the short-term performance limits were exceeded by a factor of 1.5.
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792 $a 2009
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=NR48213