3,941
Views
13
CrossRef citations to date
0
Altmetric
Research Article

SDA and laterite applications in concrete: Prospects and effects of elevated temperature

, ORCID Icon & | (Reviewing Editor)
Article: 1387954 | Received 23 Apr 2017, Accepted 30 Sep 2017, Published online: 19 Oct 2017

References

  • American Concrete Institute. (2003). Guide for structural lightweight concrete (ACI 213). Farmington Hills, MI: Author.
  • Adepegba, D. (1975). A comparative study of normal concrete with concrete which contained laterite instead of sand. Building Science, 10(2), 135–141.10.1016/0007-3628(75)90029-8
  • Ajiwe, V., Okeke, C., & Akigwe, F. (2000). A preliminary study of manufacture of cement from rice husk ash. Bioresource Technology, 73(1), 37–39.10.1016/S0960-8524(99)00135-2
  • Apeh, J. A., & Ogunbode, E. O. (2012). Strength performance of laterized concrete at elevated temperatures. In S. Laryea, S. A. Agyepong, R. Leiringer, & W. Hughes (Eds.), Procs 4th West Africa Built Environment Research (WABER) Conference, 24–26 July 2012, Abuja, Nigeria (pp. 291–300).
  • ASTM. (2015). Standard specification for coal fly ash or calcined natural pozzolan for use in concrete (ASTM C618). West Conshohocken, PA: Author.
  • Awolusi, T., Akinkurolere, O., Oke, O., & Adetifa, O. (2013). Laboratory investigation on the short-term compressive strength of microbial laterized concrete. Civil Engineering and Architecture, 1(4), 109–113.
  • Awoyera, P. O., Akinmusuru, J. O., & Ndambuki, J. M. (2016). Green concrete production with ceramic wastes and laterite. Construction and Building Materials, 117, 29–36.10.1016/j.conbuildmat.2016.04.108
  • Balogun, L. (1986). Effect of temperature on the residual compressive strength of laterized concrete. Building and Environment, 21(3-4), 221–226.10.1016/0360-1323(86)90033-8
  • Balogun, L., & Adepegba, D. (1982). Effect of varying sand content in laterized concrete. International Journal of Cement Composites and Lightweight Concrete, 4(4), 235–240.10.1016/0262-5075(82)90027-6
  • BR. (1976). The building regulations. London: H.M.S.O. (Her Majesty’s Stationery Office).
  • British Standard Institution. (1997). Structural use of concrete. Code of practice for design and construction (BS8110 Part 1). England: Author.
  • Cheah, C. B., Part, W. K., & Ramli, M. (2017). The long term engineering properties of cementless building block work containing large volume of wood ash and coal fly ash. Construction and Building Materials, 143, 522–536.10.1016/j.conbuildmat.2017.03.162
  • Chowdhury, S., Maniar, A., & Suganya, O. (2015). Strength development in concrete with wood ash blended cement and use of soft computing models to predict strength parameters. Journal of Advanced Research, 6(6), 907–913.10.1016/j.jare.2014.08.006
  • Duan, P., Yan, C., Zhou, W., & Luo, W. (2016). Fresh properties, mechanical strength and microstructure of fly ash geopolymer paste reinforced with sawdust. Construction and Building Materials, 111, 600–610.10.1016/j.conbuildmat.2016.02.091
  • Elinwa, A. (2006). Effect of addition of sawdust ash to clay bricks. Civil Engineering and Environmental Systems, 23, 4.
  • Elinwa, A., Ejeh, S., & Mamuda, A. (2008). Assessing of the fresh concrete properties of self-compacting concrete containing sawdust ash. Construction and Building Materials, 22(6), 1178–1182.10.1016/j.conbuildmat.2007.02.004
  • Elinwa, A., & Mahmood, Y. (2002). Ash from timber waste as cement replacement material. Cement and Concrete Composites, 24(2), 219–222.10.1016/S0958-9465(01)00039-7
  • Emmanuel, A., & Allan, A. (2014). Suitability of laterite fines as a partial replacement for sand in the production of sandcrete bricks. International Journal of Emerging Technology and Advanced Engineering, 4(10).
  • Ephraim, M., Adoga, E., & Rowland-Lato, E. (2016). Strength of laterite rock concrete. American Journal of Civil Engineering and Architecture, 4(2), 54–61.
  • Ettu, L., Ezeh, J., Anya, U., Nwachukwu, K., & Njoku, K. (2013). Strength of ternary blended cement concrete containing afikpo rice husk ash and saw dust ash. International Journal of Engineering Science Invention, 38–42.
  • Falade, F. (1991). Influence of method and duration of curing and of mix proportions on strength of concrete containing laterite fine aggregate. Building and Environment, 26(4), 453–458.10.1016/0360-1323(91)90071-I
  • Falade, F. (1994). Influence of water/cement ratios and mix proportions on workability and characteristic strength of concrete containing laterite fine aggregate. Building and Environment, 29(2), 237–240.10.1016/0360-1323(94)90073-6
  • Ikponmwosa, E. E., & Salau, M. A. (2010). Effect of heat on laterised concrete. Maejo International Journal of Science and Technology, 4(1), 33–42.
  • Kumar, T. P. (2015). Sudheesh. C, Sasi Kumar. S; Strength charecteristics of saw dust ash based geopolymer concrete. International Journal of ChemTech Research, 8(2), 738-745.
  • Liew, K. M., Sojobi, A. O., & Zhang, L. W. (2017). Green concrete: Prospects and challenges. Construction and Building Materials, 156, 1063–1095.
  • Madrid, M., Orbe, A., Rojí, E., & Cuadrado, J. (2017). The effects of by-products incorporated in low-strength concrete for concrete masonry units. Construction and Building Materials, 153, 117–128.10.1016/j.conbuildmat.2017.07.086
  • Mathew, G., & Paul, M. M. (2012). Mix design methodology for laterized self compacting concrete and its behaviour at elevated temperature. Construction and Building Materials, 36, 104–109.10.1016/j.conbuildmat.2012.04.057
  • Ministry of Housing & Urban Development. (2006). National Building Code. Abuja: Author.
  • Obilade, I. (2014). Use of saw dust ash as partial replacement for cement in concrete. International Journal of Engineering and Science Invention, 2319(6734), 36–40.
  • Ogundiran, M. B., & Kumar, S. (2016). Synthesis of fly ash-calcined clay geopolymers: Reactivity, mechanical strength, structural and microstructural characteristics. Construction and Building Materials, 125, 450–457.10.1016/j.conbuildmat.2016.08.076
  • Okafor, F., & Egbe, E. (2017). Models for predicting compressive strength and water absorption of laterite-quarry dust cement block using mixture experiment. Nigerian Journal of Technology, 36(2), 366–372.10.4314/njt.v36i2.7
  • Okunade, E. A. (2008). The effect of wood ash and sawdust admixtures on the engineering properties of a burnt laterite-clay brick. Journal of Applied Sciences, 8(6), 1042–1048.10.3923/jas.2008.1042.1048
  • Olutoge, F. A., Adeniran, K. M., & Oyegbile, O. B. (2013). The ultimate strength behaviour of laterised concrete beam. Science Research, 1(3), 52–58.
  • Osadebe, N., Mbajiorgu, C., & Nwakonobi, N. (2007). An optimization model development for laterized-concrete mix proportioning in building constructions. Nigerian Journal of Technology, 26(1), 37–46.
  • Popoola, O., Ayegbokiki, S., & Gambo, M. (2015). Study of compressive strength characteristics of hollow sandcrete blocks partially replaced by saw dust ash. International organization of Scientific Research, 5(5), 30–34.
  • Raheem, A., Akinteye, I., & Lasisi, S. (2014). A study of thermal conductivity of wood ash blended cement mortar. Paper presented at the Construction Materials and Structures: Proceedings of the First International Conference on Construction Materials and Structures.
  • Raheem, A., Olasunkanmi, B., & Folorunso, C. (2012). Saw dust ash as partial replacement for cement in concrete. Organization, Technology & Management in Construction: An International Journal, 4(2), 474–480.
  • Rahman, M. (1987). The potentials of lateritic soil – Clay and clay-sand mixes in the manufacturing of bricks for masonry units. Building and Environment, 22(4), 325–330.10.1016/0360-1323(87)90025-4
  • Ramos, T., Matos, A. M., & Sousa-Coutinho, J. (2013). Mortar with wood waste ash: Mechanical strength carbonation resistance and ASR expansion. Construction and Building Materials, 49, 343–351.10.1016/j.conbuildmat.2013.08.026
  • Sabarish, G., Ratnam, M., Prasad, A., & Raju, U. R. (2015). A study on strength and durability characteristics of concrete with partial replacement of fine aggregate by laterite sand. International Journal for Innovative Research in Science and Technology, 2, 134–141.
  • Salau, M. (2003). Long-term deformations of laterized concrete short columns. Building and Environment, 38(3), 469–477.10.1016/S0360-1323(02)00014-8
  • Salau, M., & Balogun, L. (1990). Shear resistance of reinforced laterized concrete beams without shear reinforcement. Building and Environment, 25(1), 71–76.10.1016/0360-1323(90)90043-Q
  • Salau, M., & Balogun, L. (1998). Shrinkage deformations of laterized concrete. Building and Environment, 34(2), 165–173.10.1016/S0360-1323(98)00008-0
  • Sales, A., de Souza, F. R., dos Santos, W. N., Zimer, A. M., & Almeida, F.d.C.R. (2010). Lightweight composite concrete produced with water treatment sludge and sawdust: Thermal properties and potential application. Construction and Building Materials, 24(12), 2446–2453.10.1016/j.conbuildmat.2010.06.012
  • Spanish Ministry of Public Service (2013). Spanish building technical code. Author.
  • Sojobi, A. (2016). Evaluation of the performance of eco-friendly lightweight interlocking concrete paving units incorporating sawdust wastes and laterite. Cogent Engineering, 3(1), 1255168.
  • Sojobi, A., Nwobodo, S., & Aladegboye, O. (2016). Recycling of polyethylene terephthalate (PET) plastic bottle wastes in bituminous asphaltic concrete. Cogent Engineering, 3(1), 1133480.
  • Sojobi, A., & Owamah, H. (2014). Evaluation of the suitability of low-density polyethylene (LDPE) waste as fine aggregate in concrete. Nigerian Journal of Technology, 33(4), 409–425.10.4314/njt.v33i4.1
  • Turgut, P. (2007). Cement composites with limestone dust and different grades of wood sawdust. Building and Environment, 42(11), 3801–3807.10.1016/j.buildenv.2006.11.008
  • Tyagher, S., Utsev, J., & Adagba, T. (2011). Suitability of saw dust ash-lime mixture for production of Sandcrete hollow blocks. Nigerian Journal of Technology, 30(1), 79–84.
  • Wescott, D. R. F., McNulty, M. W., VanGeem, M. G., & Gajda, J. (2010, February). Prospects for expanding the use of supplementary cementitious materials in california.