Change in Toughness Parameters of Sewer Pipes Rehabilitated with Two Types of Epoxy CIPP Liners-Reference-Cited by-同舟云学术

Change in Toughness Parameters of Sewer Pipes Rehabilitated with Two Types of Epoxy CIPP Liners

Published:2017-11 Issue:4 Volume:8 Page:04017015
ISSN:1949-1190
Container-title:Journal of Pipeline Systems Engineering and Practice
language:en
Short-container-title:J. Pipeline Syst. Eng. Pract.

Author:

Mogielski Kamil Artur¹,Kuliczkowski Andrzej²,Kuliczkowska Emilia³

Affiliation:

1. Assistant Professor, Dept. of Piped Utility Systems, Kielce Univ. of Technology, Faculty of Environmental, Geomatic and Energy Engineering, 25-432, Kielce, Poland (corresponding author).

2. Professor, Dept. of Piped Utility Systems, Kielce Univ. of Technology, Faculty of Environmental, Geomatic and Energy Engineering, 25-432, Kielce, Poland.

3. Assistant Professor, Dept. of Environmental Engineering and Pollution Control, Kielce Univ. of Technology, Faculty of Environmental, Geomatic and Energy Engineering, 25-432, Kielce, Poland.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29PS.1949-1204.0000278

Reference35 articles.

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3. Alzraiee H. Bakry I. and Zayed T. (2014). “Controlled deflection testing of sewer pipes rehabilitated using cured-in-place pipe (CIPP) technique.” Proc. NASTT’s 2014 No-Dig Show North American Society for Trenchless Technology Cleveland 1–10.

4. Fluid migration into lined pipelines;Bakeer R. M.;Tunnelling Underground Space Technol.,2005

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