References
- [1] Sen Gupta B, Chandrasekaran S, Ibrahim S. A survey of sewer rehabilitation in Malaysia: application of trenchless technologies. Urban Water J. 2001;3:309-315. DOI: 10.1016/S1462-0758(01)00047-4.10.1016/S1462-0758(01)00047-4
- [2] Wirahadikusumah R, Abraham DM, Iseley T, Prasanth RK. Assessment technologies for sewer system rehabilitation. Automat Constr. 1998;7:259-270. DOI: 10.1016/S0926-5805(97)00071-X.10.1016/S0926-5805(97)00071-X
- [3] Ariaratnam ST. Survey questionnaire results of the current level of knowledge on trenchless technologies in China. Tunnelling Underground Space Technol. 2010;25:802-810. DOI: 10.1016/j.tust.2009.08.007.10.1016/j.tust.2009.08.007
- [4] Kuliczkowski A, Kubicka U, Parka A. The comparative analysis of standards used in Poland for trenchless rehabilitation of sewage pipes and the problems in design of resin liners. Tunnelling Underground Space Technol. 2010;25:795-801. DOI: 10.1016/j.tust.2010.02.012.10.1016/j.tust.2010.02.012
- [5] Council Directive 91/271/EEC of 21 May 1991 concerning urban waste-water treatment http://data.europa.eu/eli/dir/1991/271/oj.
- [6] Stanko Š. Reconstruction and Rehabilitation of Sewer Systems in Slovakia. Dangerous Pollutants (Xenobiotics) in Urban Water Cycle. Dordrecht: Springer; 2008;61-70. DOI: 10.1007/978-1-4020-6795-2_7.10.1007/978-1-4020-6795-2_7
- [7] Zaneldin EK. Trenchless construction: An emerging technology in United Arab Emirates. Tunnelling Underground Space Technol. 2007;22:96-105. DOI: 10.1016/j.tust.2006.04.001.10.1016/j.tust.2006.04.001
- [8] Makar JM. Diagnostic techniques for sewer systems. J Infrastruct Systems. 1999;5(2):69-78. DOI: 10.1061/(ASCE)1076-0342(1999)5:2(69).
- [9] Roszkowski A. Rehabilitacja przewodów kanalizacyjnych - jak zrobić coś z niczego. Inżynieria Bezwykopowa. 2007;2:80-84. https://inzynieria.com/uploaded/magazines/pdf/ib018s080.pdf.
- [10] Baur R, Zielichowski-Haber W, Kropp I. Statistical analysis of inspection data for the asset management of sewer networks. 2004. http://apuss.insa-lyon.fr/CityNet/Paper_Rolf_Baur.pdf.
- [11] Najafi M. Pipeline rehabilitation systems for service life extension. Service Life Estimation and Extension of Civil Engineering Structures. Woodhead Publishing. 2010; 262-289. DOI: 10.1533/9780857090928.2.262.10.1533/9780857090928.2.262
- [12] Marlowa D, Goulda S, Lane B. An expert system for assessing the technical and economic risk of pipe rehabilitation options. Expert Syst Appl. 2015;42:8658-8668. DOI: 10.1016/j.eswa.2015.07.020.10.1016/j.eswa.2015.07.020
- [13] Syachrani S, Jeong HSD, Rai V, Chae MJ. Iseley T. A risk management approach to safety assessment of trenchless technologies for culvert rehabilitation. Tunnelling Underground Space Technol. 2010;25:681-688. DOI: 10.1016/j.tust.2010.05.005.10.1016/j.tust.2010.05.005
- [14] PN-EN 752-5:2001. Drain and sewer systems outside buildings - Part 5: Rehabilitation (Zewnętrzne systemy kanalizacyjne - Modernizacja). http://sklep.pkn.pl/pn-en-752-5-2001p.html.
- [15] Yang MD, Su TC. An optimization model of sewage rehabilitation. J Chin Ins Eng. 2007;30:651-659. DOI: 10.1080/02533839.2007.9671292.10.1080/02533839.2007.9671292
- [16] Chapman DN, Rogers CDF, Burd HJ, Norris PM, Milligan GWE. Research needs for new construction using trenchless technologies. Tunnelling Underground Space Technol. 2007;22:491-502. DOI: 10.1016/j.tust.2007.05.003.10.1016/j.tust.2007.05.003
- [17] Abraham D, Wirahadikusumah R, Short T, Shahbahrami S. Optimization modeling for sewer network management. J Constr Eng Manage. 1998;124:402-410. DOI: 10.1061/(ASCE)0733-9364.10.1061/(ASCE)0733-9364
- [18] http://muenchmeyerassoc.com/pdf/techoverview01.pdf.
- [19] Matthews J, Selvakumar A, Sterling R, Condit W. Innovative rehabilitation technology demonstration and evaluation program. Tunnelling Underground Space Technol. 2013;39:73-81. DOI: 10.1016/j.tust.2012.02.003.10.1016/j.tust.2012.02.003
- [20] http://www.istt.com/why-trenchless-no-dig.
- [21] Muraoka M, Wada Y. Life cycle assessment of sewer rehabilitation methods. 11th Int Conf Urban Drainage. Edinburgh: 2008. https://web.sbe.hw.ac.uk/staffprofiles/bdgsa/11th_International_Conference_on_Urban_Drainage_CD/ICUD08/pdfs/153.pdf.
- [22] Sihabuddin SS, Ariaratnam ST. Methodology for estimating emissions in underground utility construction operations. J Eng Design Technol. 2009;7:37-64. DOI: 10.1108/17260530910947259.10.1108/17260530910947259
- [23] Gerasimova V. Underground engineering and trenchless technologies at the defense of environment. Procedia Eng. 2016;165:1395-1401 DOI: 10.1016/j.proeng.2016.11.870.10.1016/j.proeng.2016.11.870
- [24] Jaromin K, Jlilati A, Borkowski T, Widomski M, Łagód G. Materials, exploatation manners and roughness coefficient in gravitational sanitation conduits. Ecol Chem Eng A. 2011;18:853-864. http://tchie.uni.opole.pl/ece_a/A_18_7/ECE_A_18(7).pdf.
- [25] Czél G, Takács D. Determination of hoop direction effective elastic moduli of non-circular profile, fiber reinforced polymer composite sewer liner pipes from lateral ring compression tests. Int J Pres Ves Pip. 2015;134:46-55. DOI: 10.1016/j.ijpvp.2015.08.006.10.1016/j.ijpvp.2015.08.006
- [26] http://www.amiantit.eu/en/products/amiren.
- [27] Allouche E, Alam S, Simicevic J, Sterling R, Condit W, Matthews J, et al. A pilot study for retrospective evaluation of cured-in-place pipe (CIPP) rehabilitation of municipal gravity sewers. Tunnelling Underground Space Technol. 2014;39:82-93. DOI: 10.1016/j.tust.2012.02.002.10.1016/j.tust.2012.02.002
- [28] Madryas C, Szot A. Structural sensitivity of circular sewer liners to geometrical imperfections. Tunnelling Underground Space Technol. 2003;18:421-434. DOI: 10.1016/S0886-7798(03)00065-8.10.1016/S0886-7798(03)00065-8
- [29] http://insituform.com/Wastewater/InsituformCIPP.