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Original Articles

Mechanical performance of eco-efficient hollow clay bricks incorporating industrial nano-crystalline aluminium sludge

, , , &
Pages 1921-1938 | Received 09 Mar 2018, Accepted 19 Jun 2018, Published online: 24 Nov 2018

References

  • Abdou, L., Saada, R. A., Meftah, F., & Mebarki, A. (2006). Experimental investigations of the joint-mortar behaviour. Mechanics Research Communications, 33(3), 370–384. doi: 10.1016/j.mechrescom.2005.02.026
  • Alecci, V., Fagone, M., Rotunno, T., & De Stefano, M. (2013). Shear strength of brick masonry walls assembled with different types of mortar. Construction and Building Materials, 40, 1038–1045. doi: 10.1016/j.conbuildmat.2012.11.107
  • Chaimoon, K., & Attard, M. M. (2009). Experimental and numerical investigation of masonry under three-point bending (in-plane). Engineering Structures, 31(1), 103–112. doi: 10.1016/j.engstruct.2008.07.018
  • Cheema, T., & Klingner, R. E. (1986). Compressive strength of concrete masonry prism. American Concrete Institute Journal, 83(1), 88–97.
  • Drysdale, R. G., Hamid, A. A., Baker, L. R. (1994). Masonry structures: behavior and design. Englewood Cliffs, NJ: Prentice Hall.
  • European Committee for Standardization (ECS). (1998). EN 772-7: Methods of test for masonry units. Part 7: Determination of water absorption of clay masonry damps proof course units by boiling in water.
  • European Committee for Standardization (ECS). (1999a). EN 1015-2: Methods of test for mortar for masonry. Bulk sampling of mortars and preparation of test mortars.
  • European Committee for Standardization (ECS). (1999b). EN 1015-3: Methods of test for mortar for masonry. Determination of consistence of fresh mortar.
  • European Committee for Standardization (ECS). (2000a). EN 772-3: Methods of test for masonry units. Part 3: Determination of net volume and percentage of voids of clay masonry units by hydrostatic weighing.
  • European Committee for Standardization (ECS). (2000b). EN 772-16: Methods of test masonry units: determination of dimensions, 2 ISO 22007-2 §.
  • European Committee for Standardization (ECS). (2000c). EN 1052-1: Methods of test for masonry. Determination of compressive strength.
  • European Committee for Standardization (ECS). (2002a). EN 772-1: Methods of test for masonry units. Part 1: Determination of compressive strength.
  • European Committee for Standardization (ECS). (2002b). EN 772-13: Methods of test for masonry units. Part 13: Determination of net and gross density of masonry units (except for natural stone).
  • European Committee for Standardization (ECS). (2003). Eurocode 6: Design of masonry structures, Part 1-1: Common rules for reinforced and unreinforced masonry structures.
  • European Committee for Standardization (ECS). (2005) EN 1052-3: Methods of test for masonry. Determination of initial shear strength.
  • European Committee for Standardization (ECS). (2010). EN 998-2: Specification for mortar for masonry. Masonry mortar.
  • Garcia, P. (2000). Contribution to the study of the compressive strength of masonry walls composed by ceramic bricks. (MSc thesis). Engineering School of São Carlos, University of São Paulo, Brazil.
  • Gouveia, J. P., & Lourenço, P. B. (2007, June). Masonry shear walls subjected to cyclic loading: Influence of confinement and horizontal reinforcement. In Proceedings of the Tenth North American Masonry Conference, The Masonry Society, Missouri, USA.
  • Haach, V. (2009). Development of a design method for reinforced masonry subjected to in-plane loading based on experimental and numerical analysis (PhD Thesis). School of Engineering, University of Minho, Portugal.
  • Hak, S., Morandi, P., Magenes, G., & Sullivan, T. J. (2012). Damage control for clay masonry infills in the design of RC frame structures. Journal of Earthquake Engineering, 16(Suppl. 1), 1–35.
  • Hamid, A., & Drysdale, R. G. (1979). Behavior of concrete brick masonry under axial compression. American Concrete Institute Journal, 76(6), 707–721.
  • Hendry, E. A. W. (2001). Masonry walls: Materials and construction. Construction and Building Materials, 15(8), 323–330. doi: 10.1016/S0950-0618(01)00019-8
  • Kaushik, H. B., Rai, D. C., & Jain, S. K. (2007). Stress-strain characteristics of clay brick masonry under uniaxial compression. Journal of Materials in Civil Engineering, 19(9), 728–738. Retrieved from http://ascelibrary.org/doi/abs/10.1061/(ASCE)0899-1561(2007)19:9(728)
  • Marčiukaitis, G., & Valivonis, J. (2000). Estimation of shrinkage deformations of masonry by determining cracking of internal building walls. Statyba, 6(1), 11–16. doi: 10.1080/13921525.2000.10531558
  • Marques, I., Neto, V., Grilo, I., Vieira, M., & Júlio, E. (2012, September). Recycling of residual sludge from aluminium anodizing and lacquering in clay bricks–Case study of Portuguese industries. In 4th International Conference on Engineering from Waste and Biomass Valorization, Porto, Portugal.
  • Mohamad, G. (2007). Failure mechanism of blocks masonry subjected to compression (PhD thesis). School of Engineering, University of Minho, Portugal.
  • Monteagudo, S., Casati, M., & Gálvez, J. (2015). Influence of the bed joint thickness on the bearing capacity of the brick masonry under compression loading: An ultrasound assessment. Revista de La Construcción, 14(1), 9–15.
  • Neto, V. C. (2010). Effect of the aluminium oxide in red clay (MSc thesis). University of Coimbra, Coimbra, Portugal.
  • Pérez-Lombard, L., Ortiz, J., & Pout, C. (2008). A review on buildings energy consumption information. Energy and Buildings, 40(3), 394–398.
  • Raut, S., Ralegaonkar, R., & Mandavgane, S. (2013). Utilization of recycle paper mill residue and rice husk ash in production of light weight bricks. Archives of Civil and Mechanical Engineering, 13(2), 269–275.
  • Santos, P., Martins, C., & Júlio, E. (2015). Enhancement of the thermal performance of perforated clay brick walls through the addition of industrial nano-crystalline aluminium sludge. Construction and Building Materials, 101, 227–238.
  • Tiago, P., & Júlio, E. (2010). Case study: Damage of an RC building after a landslide—inspection, analysis and retrofitting. Engineering Structures, 32(7), 1814–1820. doi: 10.1016/j.engstruct.2010.02.018
  • Tomaževič, M. (2008). Shear resistance of masonry walls and Eurocode 6: Shear versus tensile strength of masonry. Materials and Structures, 42(7), 889–907. doi: 10.1617/s11527-008-9430-6

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