ARTICLES
Feb 1, 2001

Rehabilitation of Underground Infrastructure Utilizing Trenchless Pipe Replacement

Publication: Practice Periodical on Structural Design and Construction
Volume 6, Issue 1

Abstract

Trenchless pipe replacement, or pipe bursting, is a construction method that provides an alternative for rehabilitating underground infrastructure with minimal disruption to surface traffic. It is recognized as the only method of trenchless pipe rehabilitation in which a buried pipe can be replaced with a completely new pipe that functions independently of the existing line and permits the diameter of the new line to be increased. This paper presents an overview of three bursting systems currently used in the North American industry with discussion on the anatomy of a pipe bursting project, sequencing, risks, and a comparison of project elements to traditional open trench methods of construction. This paper concludes with three case studies describing the application of pipe bursting on projects that extended the current operating envelope of the technology to illustrate project specific engineered solutions to particular rehabilitation requirements. Through the sharing of knowledge and experience, a greater understanding of the technology and its application may be achieved to promote trenchless pipe replacement as a viable alternative to open cut construction methods.

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References

1.
Ariaratnam, S. T., Lueke, J. S., and Strychowskyj, P. ( 1999). “Design and planning of urban underground construction using pipe bursting techniques.” Proc., ASCE 3rd Nat. Geo Inst. Conf., ASCE, Reston, Va., 756–767.
2.
Committee on Construction Equipment and Techniques (CCET). (1991). “Trenchless excavation construction methods: Classification and evaluation.”J. Constr. Engrg. and Mgmt., ASCE, 117(3), 521–536.
3.
Fraser, R., Howell, N., and Torielli, R. ( 1992). “Pipe bursting: The pipeline insertion method.” Proc., No-Dig Int. 1992, International Society for Trenchless Technology, Washington, D.C.
4.
Holstad, M., and Webb, R. ( 1998). “Pipe bursting pilot project utilizing 24-inch VCP.” Proc., No-Dig '98, 542–550.
5.
International Society for Trenchless Technology (ISTT). ( 1999). Trenchless technology guidelines, London.
6.
McKim, R. A. ( 1997). “Bidding strategies for conventional and trenchless technologies considering social costs.” Can. J. Civ. Engrg., Ottawa, 24, 819–827.
7.
Miller, P. J. ( 1998). “First large diameter clay pipe pulled and pushed in Phoenix.” Trenchless Technol. Mag., July, 30–32.
8.
Poole, A. G., Rosbrook, P. B., and Reynolds, J. H. ( 1985). “Replacement of small diameter pipes by pipe bursting.” Proc. No-Dig Int. '85, London, 147–159.
9.
Saccogna, L. L. ( 1997). “Pipe bursting saves the day.” Trenchless Technol. Mag., September, 28–29.
10.
Thomas, A. ( 1996). “Push-pull pipe bursting restores sewer at thunderdome.” Trenchless Technol. Mag., September, 36.
11.
Trenchless Replacement Services Ltd. (TRS). ( 1997). Company brochure. Calgary, Alta., Canada.
12.
TT Technologies, Inc. ( 1997). “Grundocrack: pneumatic pipe bursting system.” Company Brochure, Aurora, Ill.

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Information

Published In

Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 6Issue 1February 2001
Pages: 25 - 34

History

Received: Feb 22, 2000
Published online: Feb 1, 2001
Published in print: Feb 2001

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Authors

Affiliations

Associate Member, ASCE
Grad. Res. Asst., Dept. of Civ. and Envir. Engrg., Univ. of Alberta, Edmonton, AB, Canada T6G 2G7. E-mail: [email protected]
Assoc. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Alberta, Edmonton, AB, Canada T6G 2G7. E-mail: [email protected]

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