Water influence determination of Tiquipaya Municipality in the resistance to the concrete compression
DOI:
https://doi.org/10.52428/20758944.v15i46.777Keywords:
Concrete, Compressive strength, Mixing waterAbstract
Although the use of potable water for the concrete manufacture is recommended, this resource is not always available, especially in those municipalities where there are different sources of water with unknown composition. In this sen se, the objective of the present study was to determine the influence of water from different sources of the municipality of Tiquipaya-Cochabamba, on the compressive strength of concrete. The methodology consisted on the concrete cylinders manufacture with three different water sources: Campus Univalle, municipal well and municipal irrigation canal. Compressive strength was determined at 7, 14, 21 and 28 days of age. The results show that the cylinders made with the Univalle Campus water have the best results, with a compressive strength of 274 kg/cm2 at 28 days, while the cylinders made with the other sources, well and irrigation canal, 234 and 211 kg/cm2, respectively. Potable water from Campus Univalle was su ita ble far use in the concrete manufacture, once the results were greater than those projected, contrary to the use of other non-potable sources, which had a negative influence on this property. lt is important that previous studies of the water to be used in the concrete manufacture be carried out to obtain the expected results, thus guaranteeing quality and safety.
Downloads
References
AASHTO - American Association of State Highway and Transportation Officials (2008). T 26-79: Standard method of test for quality of water to be used in concrete. Washington D. C.: AASHTO.
ACI - American Concrete lnstitute (2014). 318-14: Building Code Requirementsfor Structural Concrete. Detriot: ACI.
Al-Harthy, A.S., Taha, R., Abu-Ashour, J., Al-Jabri, K. y Al-Oraimi, S. (2005). Effect of water quality on the strength of flowable fill mixtures. Cement and Concrete Composites. 27: 33-39. Doi: https://doi.org/10.1016/j.cemconcomp.2004.01.005 DOI: https://doi.org/10.1016/j.cemconcomp.2004.01.005
Asadollahfardi, G., Delnavaz, M., Rashnoiee, V. y Ghonabadi, N. (2016). Use of treated domestic wastewater befare chlorination to produce and cure concrete. Construction and Building Materials. 105: 253-261. Doi: https://doi.org/10.1016/j.conbuildmat.2015.12.039 DOI: https://doi.org/10.1016/j.conbuildmat.2015.12.039
ASTM - American society for testing and materials (2018a). C1602/C1602M-18: Standard Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete. West Conshohocken: ASTM lnternational.
ASTM (1994). C184-94el - Standard Test Method for Fineness of Hydraulic Cement by the 150-µm (No. 100) and 75-µm (No. 200) Sieves (Withdrawn 2002). West Conshohocken: ASTM nternational.
ASTM (2004). C127-04: Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate. West Conshohocken: ASTM lnternational.
ASTM (2015a). (128-15: Standard Test Method for Relative Density (Specific Gravity) and Absorption of Fine Aggregate. West Conshohocken: ASTM lnternational.
ASTM (2015b). C143/C143M-15a: Standard Test Method for Slump of Hydraulic-Cement Concrete. West Conshohocken: ASTM lnternational.
ASTM (2016). C109/C109M-16a: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens). West Conshohocken: ASTM lnternational.
ASTM (2017a). (188-17: Standard Test Method for Density of Hydraulic Cement.West Conshohocken: ASTM lnternational.
ASTM (2017b). Cll 7-17: Standard Test Method for Materials Finer than 75-µm (No. 200) Sieve in Mineral Aggregates by Washing. West Conshohocken: ASTM lnternational.
ASTM (2017c). C29/C29M-17a: Standard Test Method for Bulk Density ("Unit Weight") and Voids in Aggregate. West Conshohocken: ASTM lnternational.
ASTM (2018b). ASTM C94/C94M -18: Standard Specification for Ready-Mixed Concrete. West Conshohocken: ASTM lnternational.
ASTM (2018c). C191-18a: Standard Test Methods for Time of Setting of Hydraulic Cement by Vicat Needle. West Conshohocken: ASTM lnternational.
ASTM (2018d). C33/C33M-18: Standard Specification forConcreteAggregates. WestConshohocken: ASTM lnternational.
ASTM (2018e). C88/C88M-18: Standard Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate. West Conshohocken: ASTM lnternational.
ASTM (2018f). C192/C192M-18: Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory. West Conshohocken: ASTM lnternational.
ASTM (2018g). C39/C39M-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. West Conshohocken: ASTM lnternational.
Babu, G.R. y Ramana, N.V. (2018). Feasibility of wastewater as mixing water in cement. Materials today: Proceedings. 5(1) Part 1: 1607-1614. Doi: https://doi.org/10.1016/j.matpr.2017.11.253 DOI: https://doi.org/10.1016/j.matpr.2017.11.253
Babu, G.R., Reddy, B.M. y Ramana, N.V. (2018). Quality of mixing water in cement concrete "a review". Materials today: Proceedings. 5(1) Part 1: 1313-1320. Doi: https://doi.org/10.1016/j.matpr.2017.11.216 DOI: https://doi.org/10.1016/j.matpr.2017.11.216
BSI - British Standard lnstitute (1980). BS 3148-1980: Method for test for water for making concrete. London: British standard institute.
BSI (2002). BS EN 1008:2002 - Mixing water for concrete. Specification for sampling, testing and assessing the suitability of water, including water recovered from processes in the concrete industry, as mixing water for concrete. London: British standard institute.
Cebeci, Z. y Saatci, M. (1989). Domestic Sewage as Mixing Water in Concrete. Materials Journal. 5: 503-506.
Chatveera, B., Lertwattanaruk, P. y Makul, N. (2006). Effect of sludge water from ready-mixed concrete plant on properties and durability of concrete. Cement and Concrete Composites. 28: 441-450. https://doi.org/10.1016/j.cemconcomp.2006.01.001 DOI: https://doi.org/10.1016/j.cemconcomp.2006.01.001
Cornak, B. (2018). Effects of use of alkaline mixing waters on engineering properties of cement mortars. European Journal of Environmental and Civil Engineering. 22(6): 736-754. https://doi.org/10.1080/19648189.2016.1217794 DOI: https://doi.org/10.1080/19648189.2016.1217794
De Paula, H.M., De Oliveira llha, M.S., Andrade, L.S. (2014). Concrete plant wastewater treatment process by coagulation combining aluminum sulfate and Moringa oleifera powder. Journal of Cleaner Production, 76: 125-130. https://doi.org/10.1016/j.jclepro.2014.04.031 DOI: https://doi.org/10.1016/j.jclepro.2014.04.031
De Weerdt, K. y Justnes, H. (2015). The effect of sea water on the phase assemblage of hydrated cement paste. Cement and Concrete Composites. 55: 215-222. https://doi.org/10.1016/j.cemconcomp.2014.09.006 DOI: https://doi.org/10.1016/j.cemconcomp.2014.09.006
Fraternali, F., Spadea, S. y Berardi, V.P. (2014). Effects of recycled PET fibres on the mechanical properties and seawater curing of Portland cement-based concretes. Construction and Building Materials. 61: 293-302. https://doi.org/10.1016/j.conbuildmat.2014.03.019 DOI: https://doi.org/10.1016/j.conbuildmat.2014.03.019
IBNORCA - Instituto Boliviano de Normalización y Calidad. (1987). Norma Boliviana CBH 87. La Paz: IBNORCA,293p.
IBNORCA (2005). Reglamento Nacional para el Control de la Calidad del Agua para Consumo Humano NB 512. La Paz: IBNORCA,55p.
Meena, K. y Luhar, S. (2019). Effect of wastewater on properties of concrete. Journal of Building Engineering. 21:106-112. https://doi.org/10.1016/j.jobe.2018.10.003 DOI: https://doi.org/10.1016/j.jobe.2018.10.003
Mehta, K.P. y Monteiro, P. (2014). Concrete: Microstructure, Properties, and Materials. 4th ed. New York: McGraw-Hill. 704p. ISBN: 978-9-339-20476-1.
NEVILLE, A.M. (2000). Water Cinderella lngredient of Concrete.Concrete lnternational. 22(9):66- 71.
Neville, A.M. {2012). 5th ed. Properties of concrete. Harlow: PearsonEducation. 872p. ISBN: 978- 0-273-75580-7.
Noruzman, A.H., Muhammad, B., lsmail, M. y Abdul-Majid, Z. {2012).Characteristics of treated effluents and their potential applications for producing concrete. Journal of Environmental Management. 110: 27-32. Doi: https://doi.org/10.1016/j.jenvman.2012.05.019 DOI: https://doi.org/10.1016/j.jenvman.2012.05.019
Olutoge, F.A. y Amusan, G.M. {2014).The effect of sea water on compressivestrength of concrete. lnternational Journal of EngineeringSciencelnvention. 3(7): 23-31.
Saxena, S. y Tembhurkar, A.R. (2018). lmpact of use of steel slag as coarse aggregate and wastewater on fresh and hardened properties of concrete. Construction and Building Materials.v.165:126-237. https://doi.org/10.1016/j.conbuildmat.2018.01.030 DOI: https://doi.org/10.1016/j.conbuildmat.2018.01.030
Shi, Z., Shui, Z., Li, Q. y Geng, H. (2015). Combined effect of metakaolin and sea water on performance and microstructures of concrete. Construction and Building Materials. 74: 57-64. Doi: https://doi.org/10.1016/j.conbuildmat.2014.10.023 DOI: https://doi.org/10.1016/j.conbuildmat.2014.10.023
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2019 Joaquín Humberto Aquino Rocha, Sergio Manuel Rodríguez Belmonte, Luis Felipe Portillo Terán y Giovanni Galindo Añez
This work is licensed under a Creative Commons Attribution 4.0 International License.
Authors who publish with this journal agree to the following terms:
- Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License 4.0 that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
- Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work.