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Aug 6, 2020
Pipelines 2020

Ground Displacements and Pulling Forces of Pipe-Swallowing in Well-Graded Sand

Publication: Pipelines 2020

ABSTRACT

Pipe bursting is a trenchless replacement method for existing pipe with less surface disturbance than traditional open-cut construction. In some instances, potential ground movements caused by pipe bursting construction may lead to damage of surrounding structures. Pipe-swallowing is a pipe replacement technique that involves the replacement of a buried pipe with minimal surface disturbances. An experiment was performed in a 3.0 × 1.8 × 1.5 m test box to quantify ground movements during pipe-swallowing. An existing 300 mm diameter high-density polyethylene (HDPE) pipe was buried 1 m below the ground surface and replaced with a 300 mm diameter HDPE pipe. Pulling forces and the three-dimensional surface displacements associated with the pipe-swallowing operation were investigated. It is concluded that the pulling forces associated with pipe-swallowing were higher than with pipe-bursting, and almost no vertical or transverse displacements of the ground surface were observed during the tests. These data can be used as a database for specialists applying their operation in the field and related research into ground disturbance during pipe-swallowing.

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REFERENCES

Ariaratnam, S.T., Harper, R. (2002). “Pull load evaluation of static pipe bursting.” Proceedings of the Underground Construction Technology 2002 Conference, January 15-17, Oildom Publications, Houston, TX, on CD.
Ariaratnam, S.T., Harper, R., Cyre, G. (2001). “Monitoring and instrumentation of trenchless technology projects.” Proceedings of the 2001 International Conference on Underground Infrastructure Research. Balkema Publishing, Kitchener, Ontario, pp. 225–230.
Atalah, A., Sterling, R., Hadala, P., Akl, F. (1997). The effect of pipe bursting on nearby utilities, pavement, and structures. Trenchless Technology Center, Ruston, LA.
Cholewa, J. A., Brachman, R. W. I., Moore, I. D., and Take, W. A. (2009). “Ground displacements from a pipe-bursting experiment in well-graded sand and gravel. Journal of Geotechnical and Geoenvironmental Engineering.” ASCE, 135(11):1713-1721.
Howell, N. (1995). “A polyethylene pipe philosophy for pipeline renovation.” Proceedings of No-Dig International ‘95. International Society for Trenchless Technology, Dresden, Germany.
Lapos, B.M. (2004P. Laboratory study of static pipe bursting three-dimensional ground displacements and pull force during installation, and subsequent response of HDPE replacement pipes under surcharge loading. MS Thesis, Dept. of Civil Engineering, Queen’s Univ., Kingston, Ontario.
Rogers, C.D.F., Chapman, D.N. (1995). “Ground displacement caused by pipe bursting.” Proceedings of Trenchless Asia 95, Singapore, February, pp. 5.4.1–5.4.12.

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Go to Pipelines 2020
Pipelines 2020
Pages: 420 - 426
Editors: J. Felipe Pulido, OBG, Part of Ramboll and Mark Poppe, Brown and Caldwell
ISBN (Online): 978-0-7844-8320-6

History

Published online: Aug 6, 2020
Published in print: Aug 6, 2020

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Authors

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Xuefeng Yan, Ph.D. [email protected]
Faculty of Engineering, China Univ. of Geosciences, Wuhan, China. Email: [email protected]
Samuel T. Ariaratnam, Ph.D., F.ASCE [email protected]
P.E.
Ira A. Fulton Schools of Engineering, Arizona State Univ., Tempe, AZ. Email: [email protected]
Baosong Ma, Ph.D., A.M.ASCE [email protected]
Faculty of Engineering, China Univ. of Geosciences, Wuhan, China. Email: [email protected]
Cong Zeng, Ph.D. [email protected]
Faculty of Engineering, China Univ. of Geosciences, Wuhan, China. Email: [email protected]

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