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DOI | 10.1016/j.tust.2015.08.011 |
A retrospective evaluation of the performance of liner systems used to rehabilitate municipal gravity sewers | |
Alam, Shaurav1; Sterling, Raymond L.2; Allouche, Erez3; Condit, Wendy4; Matthews, John5; Selvakumar, Ari6; Simicevic, Jadranka1 | |
发表日期 | 2015-08-01 |
ISSN | 0886-7798 |
卷号 | 50页码:451-464 |
英文摘要 | This paper provides new results gathered as part of a 6-year project funded by the U.S. Environmental Protection Agency (USEPA) to document the in-service performance of trenchless pipe rehabilitation techniques. The results from a pilot study focusing on cured-in-place pipe (CIPP) rehabilitation technologies were previously reported and the research program was extended to allow collection of additional CIPP samples and also to extend the study to other rehabilitation technologies (specifically included in this Phase 2 research were fold-and-form, deform reform, and sliplining technologies). The establishment of a database to house performance evaluation data for rehabilitation technologies used in the water and wastewater sectors is also described. The additional retrospective data for CIPP and other rehabilitation technologies are reported and an overall assessment of CIPP life cycle performance is provided. The examination of CIPP liners with up to 34 years in service and other rehabilitation technologies with up to 19 years of service has shown that all of the rehabilitation technologies are showing little evidence of deterioration in service. The test results for 18 CIPP samples from nine cities across North America indicate that properly designed and installed CIPP liners should meet and likely exceed the typical 50-year expected design life. For the fold-and-form, deform reform, and sliplining technologies, there are only two to three samples per rehabilitation technology and hence less can be said about overall performance. Nevertheless, all of the samples tested still met the material property requirements at installations after 14-19 years of service. In summary, the results provide an excellent prognosis for the rehabilitation technologies evaluated. (C) 2015 Elsevier Ltd. All rights reserved. |
英文关键词 | Sewer;Rehabilitation;Lining;Condition assessment;Testing;Life cycle evaluation |
语种 | 英语 |
WOS记录号 | WOS:000365366200040 |
来源期刊 | TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
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来源机构 | 美国环保署 |
文献类型 | 期刊论文 |
条目标识符 | http://gcip.llas.ac.cn/handle/2XKMVOVA/60425 |
作者单位 | 1.Louisiana Tech Univ, Trenchless Technol Ctr, Civil Engn, Ruston, LA 71270 USA; 2.Louisiana Tech Univ, Ruston, LA 71270 USA; 3.Stantec Inc, Edmonton, AB, Canada; 4.Battelle Mem Inst, Columbus, OH USA; 5.Pure Technol, Baton Rouge, LA USA; 6.US EPA, Edison, NJ USA |
推荐引用方式 GB/T 7714 | Alam, Shaurav,Sterling, Raymond L.,Allouche, Erez,et al. A retrospective evaluation of the performance of liner systems used to rehabilitate municipal gravity sewers[J]. 美国环保署,2015,50:451-464. |
APA | Alam, Shaurav.,Sterling, Raymond L..,Allouche, Erez.,Condit, Wendy.,Matthews, John.,...&Simicevic, Jadranka.(2015).A retrospective evaluation of the performance of liner systems used to rehabilitate municipal gravity sewers.TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY,50,451-464. |
MLA | Alam, Shaurav,et al."A retrospective evaluation of the performance of liner systems used to rehabilitate municipal gravity sewers".TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY 50(2015):451-464. |
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