Effect of Wrinkles on the Circumferential Strength of a Cast-in-Place Composite Polymer Liner Used in Retrofitting Pressure Pipes

Author:

Ampiah Nancy123,Fam Amir123,Moore Ian D.123

Affiliation:

1. Former Master’s Student, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON, Canada.

2. Professor and Canada Research Chair in Innovative and Retrofitted Structures, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON, Canada.

3. Professor and Canada Research Chair in Infrastructure Engineering, Dept. of Civil Engineering, Queen’s Univ. and GeoEngineering Centre at Queen’s–RMC, Kingston, ON, Canada.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference10 articles.

1. Allouche E. N. Bainbridge K. and Moore I. D. (2005). “Laboratory examination of a cured-in-place pressure pipe liner for potable water distribution pipes ” Paper No. D03-04 NO-DIG Orlando Fla.

2. ASTM. (2004). “Standard test method for apparent hoop tensile strength of plastic or reinforced plastic pipe by split disk method.” D2290-04 West Conshohocken Pa.

3. ASTM. (2005). “Standard specification for joints for plastic pressure pipes using flexible elastomeric seals.” D3139-98 West Conshohocken Pa.

4. ASTM. (2007). “Standard practice for rehabilitation of existing pipelines and conduits by the inversion and curing of a resin-impregnated tube.” F1216 West Conshohocken Pa.

5. Material characterization of components and assembled behavior of a composite liner for rehabilitation of cast iron pressure pipes

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