[[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]Open DOISearch in Google Scholar
[[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]Open DOISearch in Google Scholar
[[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]Open DOISearch in Google Scholar
[[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]Open DOISearch in Google Scholar
[[5] Council Directive 91/271/EEC of 21 May 1991 concerning urban waste-water treatment http://data.europa.eu/eli/dir/1991/271/oj.]Search in Google Scholar
[[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]Open DOISearch in Google Scholar
[[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]Open DOISearch in Google Scholar
[[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).10.1061/(ASCE)1076-0342(1999)5:2(69)]Search in Google Scholar
[[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.]Search in Google Scholar
[[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.]Search in Google Scholar
[[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]Open DOISearch in Google Scholar
[[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]Open DOISearch in Google Scholar
[[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]Open DOISearch in Google Scholar
[[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.]Search in Google Scholar
[[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]Open DOISearch in Google Scholar
[[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]Open DOISearch in Google Scholar
[[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]Open DOISearch in Google Scholar
[[18] http://muenchmeyerassoc.com/pdf/techoverview01.pdf.]Search in Google Scholar
[[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]Open DOISearch in Google Scholar
[[20] http://www.istt.com/why-trenchless-no-dig.]Search in Google Scholar
[[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.]Search in Google Scholar
[[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]Open DOISearch in Google Scholar
[[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]Open DOISearch in Google Scholar
[[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.]Search in Google Scholar
[[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]Open DOISearch in Google Scholar
[[26] http://www.amiantit.eu/en/products/amiren.]Search in Google Scholar
[[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]Open DOISearch in Google Scholar
[[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]Open DOISearch in Google Scholar
[[29] http://insituform.com/Wastewater/InsituformCIPP.]Search in Google Scholar