Pipeline Rehabilitation with Fiber-Reinforced Mortar Lining
Author:
Affiliation:
1. Prof., Dept. of Civ. Engrg., Ryerson Polytechnic Univ., 350 Victoria St., Toronto, ON, Canada M5B 2K3.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291076-0342%282001%297%3A3%28116%29
Reference27 articles.
1. American Water Works Association (AWWA). ( 1999). Water quality and treatment: A handbook of community water supplies 5th Ed. R. D. Letterman ed. McGraw-Hill New York.
2. American Water Works Association (AWWA) Water Pollution Control Federation (WPCF) and American Public Health Association (APHA). ( 1989). Standard methods for the examination of water and wastewater 17th Ed. Washington D.C.
3. Anand M. and Srivastava A. K. ( 1997). “Synthesis and characterization of epoxy resins containing arsenic acrylate.” J. Polymer Engrg. and Sci. 37(1) 183–185.
4. Askeland D. R. ( 1994). The science and engineering of materials 3rd Ed. PWS Publishing Boston.
5. Berend K. and Trouwborst T. ( 1999). “Cement-mortar pipes as a source of aluminum.” J. AWWA 91(7) 91–100.
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2. Study of Nonuniform Bedding Support Because of Erosion under Cast Iron Water Distribution Pipes;Journal of Geotechnical and Geoenvironmental Engineering;2012-10
3. Material characterization of components and assembled behavior of a composite liner for rehabilitation of cast iron pressure pipes;Polymer Engineering & Science;2008-07
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