[1] Damodaran N., Pratt J., Cromwell J., Lazo J., David E., Customer acceptance of water main structural reliability, AwwaRF, 2005.

[2] American Water Works Association, Rehabilitation of water mains, Manual of water supply practices: AWWA Manual M28, Denver 2001.

[3] North American Society for Trenchless Technology, Cement Mortar Lining (nonreinforced), March 1999.

[4] DVGW W 343, Zementmörtelauskleidung von erdverlegten Guß- und Stahlrohrleitungen; Einsatzbereiche, Anforderungen und Prüfungen

[5] Deb A., Silbert L. K., Schoder H., Decision support system for distribution system piping renewal, AwwaRF and AWWA, 2002, 26–28.

[6] American Water Works Association, Internal corrosion control in water distribution systems, Manual of water supply practices: AWWA Manual M58, Denver 2011.

[7] Bonds R.W., Cement – mortar linings for ductile iron pipe, Ductile Iron Pipe Research Association (DIPRA), report DIP-CML/3-05/3,5M, 2005, Alabama, USA.

[8] Deb A., McCammon S. B., Snyder J., Dietrich A., Impacts of lining materials on water quality, Water Research Foundation, 2010.

[9] Zielina M., Dąbrowski W., Radziszewska-Zielina E., Cement mortar lining as a potential source of water contamination, International Journal of Environmental, Ecological, Geological and Mining Engineering, 2014, vol. 8, no. 10, 628–631.

[10] Dąbrowski, W., Głód, K., Cementowanie rurociągów, Chemia Przemysłowa, z. 4, 2011, 40-43.

[11] Rozporządzenie Ministra Zdrowia z dnia 29 marca 2007 roku w sprawie jakości wody przeznaczonej do spożycia przez ludzi. (Dz.U. 2007 nr 61 poz. 417).

[12] United States Environmental Protection Agency, Secondary drinking water standards.