TECHNICAL PAPERS
Feb 1, 2006

Validation of Shoring Made of HDPE Pipe or CGS Pipe Normally Used for Culverts and Sewers

Publication: Practice Periodical on Structural Design and Construction
Volume 11, Issue 1

Abstract

Considering the diversity of excavation work, municipalities are always trying to find new methods of shoring. This is how the idea grew up about using a high density polyethylene (HDPE) sewer pipe or a corrugated galvanized steel (CGS) pipe as shoring on the water supply and sewer network for small-dimension excavations of short duration where proven shoring and shielding systems cannot be used and/or a backhoe cannot be used for excavating. HDPE and CGS pipes have been designed according to the requirements for water and sewer pipes. However, when they are used for vertical shoring and subjected to earth pressure, their behavior has never been the subject of quantifications or tests. This study describes the validation by calculations and tests of the use of HPDE and CGS pipes as shoring for small-dimension excavations of short duration on the water supply and sewer network.

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Acknowledgments

The writers want to thank the following organizations and people for making this study possible. (1) The Association paritaire pour la santé et la sécurité secteur affaires municipales (APSAM), Mrs. Sylvie Poulin and Mr. Langlois who made contacts easier with the municipalities. (2) The city of Longueuil, for providing the testing site and all the human and material resources for carrying out the on-site tests under excellent conditions, as well as Michel Binet, Daniel Bourdeau, Lawrence Gagné, and the blue collar workers from Public Works who mainly helped in organizing and conducting the tests. (3) The city of Victoriaville, for providing the testing site and all the human and material resources for carrying out the on-site tests under excellent conditions, as well as André Charest, Alain Houle, and the blue collar workers from Public Works who mainly helped in organizing and conducting the tests.

References

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American Society for Testing and Material (ASTM). (2002). “Standard test method for determination of external loading characteristics of plastic pipe by parallel plate loading.” D2412-02, West Conshohocken, Pa.
Association Paritaire Pour la Santé et la Sécurité Secteur Affaires Municipales (APSAM). (2003). “Une nouvelle méthode innovatrice d’étançonnement.” Vol. 12, No. 2, Bull. trimestriel de l’APSAM, Montréal.
Bouchard, P. (1989). “Tableau synthèse des accidents reliés à l’effondrement de parois d’excavation et enquêtes par les services d’inspection.” Document interne, CSST, Montréal (in French).
Bureau de Normalisation du Québec (BNQ). (1987). “Devis normalisés. Travaux de construction. Conduites d’eau et d’égouts.” NQ 1809-300, Montréal (in French).
Bureau de Normalisation du Québec (BNQ). (2003). “Polyethylene (PE) pipe and fittings—flexible or semi-rigid pipes for surface water evacuation, soil drainage and culverts—characteristics and tests methods.” NQ 3624-110, Montréal.
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Lan, A., Arteau, J., Tremblay, M., Gamelin, S., and Dugré, J.-M. (1997). “Conception d’un étançonnement adapté au milieu urbain—Phase I.” Rapp. R-156, Institut de Recherche Robert-Sauvé en Santé et en Sécurité du Travail, Montréal (in French).
LeBoeuf, D., and Chaallal, O. (2001). “Validation d’un étançonnement fait d’un tuyau de polyéthylène haute densité (HDPE) ou de profilés métalliques normalement utilisés pour les ponceaux et les égouts.” Rapp. final, Univ. Laval, Québec (in French).
Reeve, R. C., and Watkins, R. K. (1980). Structural performance of buried corrugated plastic tubing, ASAE, Tex.
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Tremblay, M. (1994). “Développement d’un nouveau système de blindage pour les tranchées de faible profondeur.” Colloque sur la sécurité dans les tranchées et les excavations de l’APSAM, Montréal (in French).
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Published In

Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 11Issue 1February 2006
Pages: 39 - 49

History

Received: Feb 9, 2004
Accepted: Mar 18, 2005
Published online: Feb 1, 2006
Published in print: Feb 2006

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Authors

Affiliations

André Lan, P.E. [email protected]
Research Engineer, Safety-Engineering Program, Institut Robert Sauvé en Santé et en Sécurité du Travail (IRSST), 505, de Maisonneuve Blvd., West, Montréal PQ, Canada H3A 3C2. E-mail: [email protected]
Denis LeBoeuf, P.E. [email protected]
Professor, Dept. of Civil Engineering, Faculty of Science and Engineering, Laval Univ., Québec City PQ, Canada G1K 7P4. E-mail: [email protected]
Omar Chaallal, P.E. [email protected]
Professor, Dept. of Construction Engineering, École de Technologie Supérieure (ÉTS), 1100, Notre-Dame St., West, Montréal PQ, Canada H3C 1K3. E-mail: [email protected]
Renaud Daigle [email protected]
Technician, Safety-Engineering Program, Institut Robert Sauvé en Santé et en Sécurité du Travail (IRSST), 505, de Maisonneuve Blvd., West, Montréal PQ, Canada H3A 3C2. E-mail: [email protected]

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