DOI QR코드

DOI QR Code

Loss of strength in asbestos-cement water pipes due to leaching

  • Gil, Lluis (Dept. of Strength of Materials and Engineering Structures, Universitat Politecnica de Catalunya, Barcelona Tech., ETSEIAT Campus Terrassa) ;
  • Perez, Marco A. (Dept. of Strength of Materials and Engineering Structures, Universitat Politecnica de Catalunya, Barcelona Tech., ETSEIAT Campus Terrassa) ;
  • Bernat, Ernest (Dept. of Strength of Materials and Engineering Structures, Universitat Politecnica de Catalunya, Barcelona Tech., ETSEIAT Campus Terrassa) ;
  • Cruz, Juan J. (Dept. of Strength of Materials and Engineering Structures, Universitat Politecnica de Catalunya, Barcelona Tech., ETSEIAT Campus Terrassa)
  • 투고 : 2010.11.22
  • 심사 : 2011.10.12
  • 발행 : 2011.12.10

초록

Asbestos-cement is a material with valuable strength and durability. It was extensively used for water distribution pipes across the world from the 1950s until the early 1980s. The network of pipes in this case study dates from the 1970s, and after more than 30 to 40 years of service, some pipes have been found to break under common service pressure with no apparent reason. A set of mechanical tests was performed including bending, compression, pressure and crushing tests. Microscopy analysis was also used to understand the material behaviour. Tests showed that there was a clear loss of strength in the pipes and that the safety factor was under the established threshold in most of the specimens. Microscopy results showed morphological damage to the pipes. The loss of strength was attributed to a leaching effect. Leaching damages the cement matrix and reduces the frictional interfacial shear stress.

키워드

참고문헌

  1. Akers, S.A.S. and Garrett, G.G. (1983), "Observations and predictions of fracture in asbestos-cement composites", J. Mater. Sci., 18, 2209-2214. https://doi.org/10.1007/BF00555015
  2. Al-Adeeb, A.M. and Matti, M.A. (1984), "Leaching corrosion of asbestos cement pipes", Int. J. Cement Compos. Lightw. Concrete, 6(4), 233-240. https://doi.org/10.1016/0262-5075(84)90018-6
  3. AWWA (2003), "Standard for asbestos cement distribution pipe 4 through 16' for water and other liquids", American Water Works Association AWWA C400-03, Denver, CO, USA.
  4. Carde, C., François, R. and Torrenti, J.M. (1996), "Leaching of both calcium hydroxide and C-S-H from cement paste: medling the mechanical behavior", Cement Concrete Res., 26(8), 1257-1268. https://doi.org/10.1016/0008-8846(96)00095-6
  5. Carde, C. and Francois, R. (1997), "Effect of the leaching of calcium hydroxide from cement paste on mechanical and physical properties", Cement Concrete Res., 27(4), 539-550. https://doi.org/10.1016/S0008-8846(97)00042-2
  6. Carde, C. and Francois, R. (1999), "Modelling the loss of strenght and porosity increase due to the leaching of cement pastes", Cement Concrete Compos., 21, 181-188. https://doi.org/10.1016/S0958-9465(98)00046-8
  7. EN-512 (1995), Fibre-cement products, Pressure pipes and joints, European Committee for Standardization.
  8. EN-12390-1 (2000), Testing hardened concrete, Part 1: Shape, dimensions and other requirements of specimens and moulds, European Committee for Standardization.
  9. EN-12390-3 (2000), Testing hardened concrete, Part 3: Compressive strength of test specimens, European Committee for Standardization
  10. Faucon, P., Le Bescop, P., Adenot, F., Bonville, P., Jacquinot, J.F., Pineau, F. and Felix, B. (1996), "Leaching of cement: Study of the surface layer", Cement Concrete Res., 26(11), 1707-1715. https://doi.org/10.1016/S0008-8846(96)00157-3
  11. Ferrer, J. and Benet, M. (1985), "Analisis del comportamiento de tubos de fibrocemento sometidos a presion interior y cargas externas", Revista de Obras Publicas, 277-285. (Spanish)
  12. Haga, K., Sutou, S., Hironaga, M., Tanaka, S. and Nagasaki, S. (2005), "Effects of porosity on leaching of Ca from hardened ordinary Portland cement paste", Cement Concrete Res., 35, 1764-1775. https://doi.org/10.1016/j.cemconres.2004.06.034
  13. Hu, Y. and Hubble, D.W. (2007), "Factors contributing to the failure of asbestos cement water mains", Can. J. Civ. Eng., 34, 608-621. https://doi.org/10.1139/l06-162
  14. Hu, Y., Vu, H.Q. and Lotfian, K. (2008), "Instrumentation of asbestos cement pipe in expansive soil", NRCC-50555, Institute for Research in Construction, National Research council Canada.
  15. Mainguy, M., Tognazzi, C., Torrenti, J.M. and Adenot, F. (2000), "Modelling of leaching in pure cement paste and mortar", Cement Concrete Res., 30, 83-90. https://doi.org/10.1016/S0008-8846(99)00208-2
  16. Pelletier, G., Mailhot, A. and Villeneuve, J.P. (2003), "Modeling water pipe breaks - Three case studies", J. Water Resour. Plan. Manage., ASCE, 129(2), 115-123. https://doi.org/10.1061/(ASCE)0733-9496(2003)129:2(115)
  17. URALITA (1966), "General Handbook", Ed. Dossat, URALITA is the company that produced and sold the asbestos-cement pipes. (in spanish)

피인용 문헌

  1. Field study on non-invasive and non-destructive condition assessment for asbestos cement pipelines by time-domain fluid transient analysis vol.15, pp.1, 2016, https://doi.org/10.1177/1475921715624505