Recycled Red-Clay Ceramic Construction and Demolition Waste for Mortars Production
Publication: Journal of Materials in Civil Engineering
Volume 22, Issue 3
Abstract
Recycled aggregates may make an important contribution toward decreasing the adverse consequences of the production and the dumping of construction and demolition waste (CDW) on the environment. The results of the experimental research work carried out at Lisbon’s Instituto Superior Técnico and Laboratório Nacional de Engenharia Civil are presented in this article. Normalized laboratory tests to assess the performance of standard mortars were used to demonstrate the technical feasibility of recycling the waste produced by the ceramics industry and from the demolition of red-clay bricks or tiles to produce mortars with less/no consumption of natural aggregates. Results are very promising up to a replacement ratio of sand with ceramic waste of at least 20%. The paper presents useful data for the ceramics industry, builders and mortar manufacturing companies in terms of minimizing the impact of CDW and using eco-efficient materials.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The experimental work presented in this paper was performed in LNEC, the Portuguese National Laboratory of Civil Engineering in Lisbon, as part of a Master’s thesis prepared within the Master’s in Construction course of the Department of Civil Engineering and Architecture of Instituto Superior Técnico (IST), Lisbon. The writers also gratefully acknowledge the support of the ICIST Research Institute of IST, Technical University of Lisbon and of FCT (Foundation for Science and Technology).
References
Akman, M., Mazlum, F., and Esenli, F. (1992). “Comparative study of natural pozzolans used in blended cement production.” Rep. No. SP-132, American Concrete Institute (ACI), Detroit, 471–494.
Amorim, L. V., Lira, H. L., and Ferreira, H. C. (2003). “Use of residential construction waste and residues from red ceramic industry in alternative mortars.” J. Environ. Eng., 129(10), 916–920.
Corinaldesi, V., Giuggiolini, M., and Moriconi, G. (2002). “Use of rubble from building demolition in mortars.” Waste Manage., 22(8), 893–899.
Desmyter, J., Dessel, V., and Blocksmans, S. (1999). “The use of recycled concrete and masonry aggregates in concrete: Improving the quality and purity of the aggregates.” Proc., Int. Symp. “Exploiting Wastes in Concrete,” Thomas Telford, London, 139–150.
Dillman, R. (1998). “Concrete with recycled aggregate.” Proc., Int. Symp.: “Use of Recycled Concrete Aggregate.” Thomas Telford, London, 239–253.
European Standard. (1993). “Methods of test for mortar for masonry—Part 13: Determination of dimensional stability of hardened mortars.” prEN 1015-13, European Committee for Standardization (CEN), Brussels, February.
European Standard. (1998a). “Methods of test for mortar for masonry—Part 6: Determination of bulk density of fresh mortar.” EN 1015-6, European Committee for Standardization (CEN), Brussels, October.
European Standard. (1998b). “Methods of test for mortar for masonry—Part 8: Determination of water retentivity of fresh mortar.” prEN 1015-8, European Committee for Standardization (CEN), Brussels, October.
European Standard. (1998c). “Methods of test for mortar for masonry—Part 19: Determination of water vapour permeability of hardened rendering and plastering mortars.” EN 1015-19, European Committee for Standardization (CEN), Brussels, September.
European Standard. (1999a). “Methods of test for mortar for masonry—Part 3: Determination of consistence of fresh mortar (by flow table).” EN 1015-3, European Committee for Standardization (CEN), Brussels, February.
European Standard. (1999b). “Methods of test for mortar for masonry—Part 10: Determination of dry bulk density of hardened mortar.” EN 1015-10, European Committee for Standardization (CEN), Brussels, August.
European Standard. (1999c). “Methods of test for mortar for masonry—Part 11: Determination of flexural and compressive strength of hardened mortar.” EN 1015-11, English European Committee for Standardization (CEN), Brussels, August.
European Standard. (2000). “Methods of test for mortar for masonry—Part 12: Determination of adhesive strength of hardened rendering and plastering mortars on substrates.” EN 1015-12, European Committee for Standardization (CEN), Brussels, February.
European Standard. (2002a). “Methods of test for mortar for masonry—Part 18: Determination of water absorption coefficient due to capillary action of hardened mortar.” EN 1015-18, European Committee for Standardization (CEN), Brussels, December.
European Standard. (2002b) “Methods of test for mortar for masonry—Part 19: Determination of the compatibility of one-coat rendering mortars with substrates.” EN 1015-21, European Committee for Standardization (CEN), Brussels, March.
Evangelista, L., and de Brito, J. (2005). “Concrete with fine concrete recycled aggregates.” ICIST-DTC Rep. No. 5/05, Instituto Superior Técnico, Lisbon, Portugal (in Portuguese).
Fumoto, T., and Yamada, M. (2004). “Influence of quality of powder on rheology of high-fluidity concrete.” Rep. No. SP-221, American Concrete Institute (ACI), Detroit, 367–380.
Hendricks, C., and Pietersen, H. (1998). “Concrete: Durable, but also sustainable?” Proc., Int. Symp.: “Use of Recycled Concrete Aggregate,” Thomas Telford, London, 419–431.
Kasami, H., Hosino, M., Arasima, T., and Tateyasiki, H. (2005). “Use of recycled concrete powder in self-compacting concrete.” Rep. No. SP-200, American Concrete Institute (ACI), Detroit, 381–398.
Kikuchi, M., Miura, T., Dosho, Y., and Narikawa, M. (1998). “Application of recycled aggregate concrete for structural concrete. Part 1—Experimental study on the quality of recycled aggregate and recycled aggregate concrete.” Proc., Int. Symp.: “Use of Recycled Concrete Aggregate”, Thomas Telford, London, 55–68.
Knights, J. (1998). “Relative performance of high quality concretes containing recycled aggregates and their use in construction.” Proc., Int. Symp.: “Use of Recycled Concrete Aggregate.” Thomas Telford, London, 275–286.
Lee, S., Moon, H., Swamy, R., Kim, S., and Kim, J. (2005). “Sulphate attack of mortars containing recycled fine aggregates.” ACI Mater. J., 102(4), 224–230.
Levy, S., and Helene, P. (1997). “Advantages and disadvantages of mortars produced with construction waste finely grinded.” Technical bulletin of Escola Politécnica da Universidade de São Paulo, EP/USP, São Paulo, Brazil, 43–48 (in Portuguese).
Malolepszy, J., and Pytel, Z. (2000). “Effect of metakaolinite on strength and chemical resistance of cement mortars.” Rep. No. SP-192, American Concrete Institute (ACI), Detroit, 189–204.
Mansur, M., Wee, T., and Lee, S. (1999). “Crushed bricks as coarse aggregate for concrete.” ACI Mater. J., 96(4), 478–484.
Mellman, G., Meinhold, U., and Maultzsch, M. (1999). “Processed concrete rubble for the reuse as aggregates.” Proc., Int. Symp. “Exploiting Wastes in Concrete,” Thomas Telford, London, 171–178.
Miranda, L., and Selmo, S. (1999). “Evaluation of the effect of recycled waste on the properties of hardened mortars, by rational proportioning procedures.” Proc., III Brazilian Symp. of Mortars Technology (SBTA), IPT, Vitória, Brazil, 583–594 (in Portuguese).
Nagataki, S., Gokce, A., and Saeki, T. (2000). “Effects of recycled aggregate characteristics on performance parameters of recycled aggregate concrete.” Rep. No. SP-192, American Concrete Institute (ACI), Detroit, 53–72.
Nehdi, M., and Khan, A. (2004). “Protective system for buried infrastructure using recycled tire rubber-filled cement mortars.” Rep. No. SP-219, American Concrete Institute (ACI), Detroit, 99–114.
Norme Française Homologué. (1975). “Mesure du module d´élasticité dynamique.” NF B 10-511, Association Française de Normalization (AFNOR), Paris, April (in French).
O’Farrell, M., Wild, S., and Sabir, B. B. (2001). “Pore size distribution and compressive strength of waste clay brick mortar.” Cem. Concr. Compos., 23(1), 81–91.
Rosa, A. (2002). “Use of coarse ceramic recycled aggregates in concrete production.” MS dissertation, Instituto Superior Técnico (Technical Univ. of Lisbon), Lisbon, Portugal (in Portuguese).
Silva, J. (2006). “Incorporation of red-brick waste in cementitious mortars.” MS dissertation, Instituto Superior Técnico (Technical Univ. of Lisbon), Lisbon, Portugal (in Portuguese).
Silva, V., Libório, J., and Silva, C. (1999). “Coating mortars using burnt clay pozzolan.” Proc., III Brazilian Symp. of Mortars Technology (SBTA), IPT, Vitória, Brazil, 433–442 (in Portuguese).
Soeiro e Sá, A., Veiga, R., and Branco, F. (2004). “Incorporation of marble sawing mud in cement and sand mortars.” A Pedra, Vol. 89, Assimagra, Lisbon, Portugal, 52–59 (in Portuguese).
Tamura, H., Nishio, A., Ohashi, J., and Imamoto, K. (2001). “High quality recycled aggregate concrete (HiRAC) processed by decompression and rapid release.” Rep. No. SP-200, American Concrete Institute (ACI), Detroit, 491–502.
Toledo Filho, R., Americano, B., Fairbairn, E., Rolim, J., and Filho, J. (2001). “Potential of crushed waste burnt clay brick as a partial replacement for portland cement.” Rep. No. SP-202, American Concrete Institute (ACI), Detroit, 147–160.
Velosa, A., and Veiga, R. (2003). “Performance of lime mortars with brick powder; influence of the baking temperature of the bricks.” Proc., 3rd Encore Meeting on Conservation and Rehabilitation of Buildings, National Laboratory of Civil Engineering (LNEC), Lisbon, Portugal, 539–545 (in Portuguese).
Information & Authors
Information
Published In
Copyright
© 2010 ASCE.
History
Received: Jan 3, 2008
Accepted: Oct 29, 2009
Published online: Feb 12, 2010
Published in print: Mar 2010
Notes
Note. Associate Editor: Carl Liu
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.