Environmental Impact Assessment of Trenchless Cured-in-Place Pipe Renewal Method for Sanitary Sewer Applications-Reference-Cited by-同舟云学术

Environmental Impact Assessment of Trenchless Cured-in-Place Pipe Renewal Method for Sanitary Sewer Applications

Published:2021-07-29 Issue: Volume: Page:
ISSN:
Container-title:Pipelines 2021
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Author:

Kaushal Vinayak¹²³⁴,Najafi Mohammad¹²³⁴,Serajiantehrani Ramtin¹²³⁴,Malek Mohammadi Mohammadreza¹²³⁴

Affiliation:

1. Assistant Professor of Instruction and Researcher, Center for Underground Infrastructure Research and Education (CUIRE), Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX.

2. Professor and Director, Center for Underground Infrastructure Research and Education (CUIRE), Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX.

3. Adjunct Professor and Post-Doctoral Research Associate, Center for Underground Infrastructure Research and Education (CUIRE), Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX.

4. Post-Doctoral Research Associate, Center for Underground Infrastructure Research and Education (CUIRE), Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784483619.002

Reference24 articles.

1. Ajdari E. (2016). Volatile Organic Compound (VOC) Emission during Cured-in-Place-Pipe (CIPP) Sewer Pipe Rehabilitation . Ph.D. Dissertation University of New Orleans LA.

2. Allouche, E., Alam, S., Simicevic, J., and Sterling, R. (2012). A Retrospective Evaluation of Cured-in-Place Pipe (CIPP) Used in Municipal Gravity Sewers. Environmental Protection Agency. Trenchless Technology Center at Louisiana Tech University, Battelle Memorial Institute, Jason Consultants, Inc., New Jersey and Ohio, 2012.

3. ASCE. (2019). Guidelines for the Sustainable Design of Pipelines. Reston, VA (Under Print).

4. ASTM F1216. (2016). Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube. American Society for Testing and Materials, PH.

5. Comparison of carbon footprints of steel versus concrete pipelines for water transmission