Research article

An experimental study on the influence of arid climate on early-age cracking of concrete—A case study of the city of Adrar in Algeria

  • Received: 13 December 2020 Accepted: 17 March 2021 Published: 23 March 2021
  • It is well recognized that the arid climate is an essential parameter that causes various problems, such as shrinkage cracking, on concrete in hot weather, especially at an early age. Adrar's region is characterized by its severe aridity and is considered one of the world's warmest areas. The present experimental study aims to study the influence of this arid climate on concrete cracking. In this context, the influence on hardened concretes, made with local materials exposed to local climatic conditions and using the same concrete formulation used in this region, was investigated. The study of concrete cracking was conducted in this work carried out by Standard ASTM C1579. The concrete types investigated here are concrete without adjuvant, concrete with adjuvant, and concrete treated with a curing product. Each concrete underwent two modes of preservation; the first inside the lab and the second outside, in the open air. Also, this work provides results of measurements of the consistency, temperature of fresh concrete, the onset and development of cracks; the findings then compared. It found that those cracks were always present in concrete, and their appearance and evolution were faster for concretes exposed directly to the arid climate. However, it noted that cracks decreased by about 50% in length and 66% in width with the adjuvant's introduction. A further decrease of approximately 40% and 50% in length and width, also reported after treatment with the curing product. It should be noted that all the samples stored inside the laboratory showed more minor cracks whose appearance and evolution slower in comparison with those of samples kept outside, in the open air.

    Citation: Tayebi M'hammed, Khelafi Hamid. An experimental study on the influence of arid climate on early-age cracking of concrete—A case study of the city of Adrar in Algeria[J]. AIMS Materials Science, 2021, 8(2): 200-220. doi: 10.3934/matersci.2021014

    Related Papers:

  • It is well recognized that the arid climate is an essential parameter that causes various problems, such as shrinkage cracking, on concrete in hot weather, especially at an early age. Adrar's region is characterized by its severe aridity and is considered one of the world's warmest areas. The present experimental study aims to study the influence of this arid climate on concrete cracking. In this context, the influence on hardened concretes, made with local materials exposed to local climatic conditions and using the same concrete formulation used in this region, was investigated. The study of concrete cracking was conducted in this work carried out by Standard ASTM C1579. The concrete types investigated here are concrete without adjuvant, concrete with adjuvant, and concrete treated with a curing product. Each concrete underwent two modes of preservation; the first inside the lab and the second outside, in the open air. Also, this work provides results of measurements of the consistency, temperature of fresh concrete, the onset and development of cracks; the findings then compared. It found that those cracks were always present in concrete, and their appearance and evolution were faster for concretes exposed directly to the arid climate. However, it noted that cracks decreased by about 50% in length and 66% in width with the adjuvant's introduction. A further decrease of approximately 40% and 50% in length and width, also reported after treatment with the curing product. It should be noted that all the samples stored inside the laboratory showed more minor cracks whose appearance and evolution slower in comparison with those of samples kept outside, in the open air.



    加载中


    [1] Safiuddin M, Kaish ABM, Woon CO, et al. (2018) Early-age cracking in concrete: Causes, consequences, remedial measures, and recommendations. Appl Sci 8: 1730. doi: 10.3390/app8101730
    [2] Kayondo M, Combrinck R, Boshoff WP (2019) State-of-the-art review on plastic cracking of concrete. Constr Build Mater 225: 886-899. doi: 10.1016/j.conbuildmat.2019.07.197
    [3] Ghomari F, Bezzar A, Abdellaoui C (2012) Study of the transfer of metallic elements through sand/bentonite layers. Eur J Environ Civ Eng 16: s2-s16. doi: 10.1080/19648189.2012.682444
    [4] Cao Q, Wang R, Jia J, et al. (2020) A comparative study of combined treatments for enhanced early-age cracking control of self-consolidating concrete. Constr Build Mater 248: 118473. doi: 10.1016/j.conbuildmat.2020.118473
    [5] Sanjuán MA, Toledo Filho RD (1998) Effectiveness of crack control at early age on the corrosion of steel bars in low modulus sisal and coconut fibre-reinforced mortars. Cement Concrete Res 28: 555-565. doi: 10.1016/S0008-8846(98)00003-9
    [6] Ouali S, Khellaf A, Baddari K (2007) Study of the geothermal resources of southern Algeria. Renew Energy Rev 10: 407-414.
    [7] Sri Harsha G, Poluraju P, Khed VC (2021) Computation of shear strength equation for shear deformation of reinforced concrete deep beams using finite element method. AIMS Mater Sci 8: 42-61. doi: 10.3934/matersci.2021004
    [8] Festa J, Dreux G (1998) New Guide for Concrete and Its Constituents, 8 Eds., Paris: Eyrolles.
    [9] Ghourchian S, Wyrzykowski M, Baquerizo L, et al. (2018) Susceptibility of Portland cement and blended cement concretes to plastic shrinkage cracking. Cement Concrete Comp 85: 44-55. doi: 10.1016/j.cemconcomp.2017.10.002
    [10] Shaeles CA, Hover KC (1988) Influence of mix proportions and construction operations on plastic shrinkage cracking in thin slabs. ACI Mater J 85: 495-504.
    [11] Abel J, Hover K (1998) Effect of water/cement ratio on the early age tensile strength of concrete. Transport Res Rec 1610: 33-38. doi: 10.3141/1610-06
    [12] Banthia N, Gupta R (2009) Plastic shrinkage cracking in cementitious repairs and overlays. Mater Struct 45: 567-579. doi: 10.1617/s11527-008-9403-9
    [13] Uno PJ, Banthia N, Gupta R (1998) Plastic shrinkage cracking in cementitious repairs and overlays. ACI Mater J 95: 365-375.
    [14] Imam A, Mishra S, Bind YK (2018) Review study towards corrosion mechanism and its impact on the durability of concrete structures. AIMS Mater Sci 5: 276-300. doi: 10.3934/matersci.2018.2.276
    [15] Liu J, Tian Q, Wang Y, et al. (2021) Evaluation method and mitigation strategies for shrinkage cracking of modern concrete. Engineering In press.
    [16] Beddu S, Ahmad M, Mohamad D, et al. (2020) Utilization of fly ash cenosphere to study mechanical and thermal properties of lightweight concrete. AIMS Mater Sci 7: 911-925. doi: 10.3934/matersci.2020.6.911
    [17] Almusallam AA, Maslehuddin M, Abdul-Waris M, et al. (1998) Effect of mix proportions on plastic shrinkage cracking of concrete in hot environments. Constr Build Mater 12: 353-358. doi: 10.1016/S0950-0618(98)00019-1
    [18] Rizzuto JP, Kamal M, Elsayad H, et al. (2020) Effect of self-curing admixture on concrete properties in hot climate Conditions. Constr Build Mater 261: 119933. doi: 10.1016/j.conbuildmat.2020.119933
    [19] Kwak HG, Ha SJ (2006) Plastic shrinkage cracking in concrete slabs. Part Ⅱ: Numerical experiment and prediction of occurrence. Mag Concrete Res 58: 517-532.
    [20] Faury J, Caquot A (1958) Concrete, Paris: Dunod.
    [21] ASTM C1579-13. Standard test method for evaluating plastic shrinkage cracking of restrained fiber reinforced concrete (using a steel form insert). ASTM International, 2013. Available form: http://www.astm.org/cgi-bin/resolver.cgi?C1579-13.
    [22] Kottek M, Grieser J, Beck C, et al. (2006) World map of the Köppen-Geiger climate classification updated. Meteorol Z 15: 259-263. doi: 10.1127/0941-2948/2006/0130
    [23] Adrar, Algeria. Available from: https://en.wikipedia.org/wiki/Adrar,_Algeria.
    [24] World Weather Online. Available from: https://www.worldweatheronline.com/lang/fr/adrar-weather-averages/adrar/dz.aspx.
    [25] Standard NF P 18-560. Granulate—Granulometric analysis by sieving. AFNOR, 1990. Available form: https://www.boutique.afnor.org/norme/p18-560/granulats-analyse-granulometrique-par-tamisage/article/862424/fa020820.
    [26] Standard NF EN 933-8/IN1. Tests for geometrical properties of aggregates—Part 8: assessment of fines—Sand equivalent test. AFNOR, 2015. Available form: https://www.boutique.afnor.org/standard/nf-en-933-8-in1/tests-for-geometrical-properties-of-aggregates-part-8-assessment-of-fines-sand-equivalent-test/article/826867/fa059661.
    [27] Standard NF P18-304. Granulates—Granulometry of aggregates. AFNOR, 1973. Available form: https://m.boutique.afnor.org/norme/nf-p18-304/granulometrie-des-granulats/article/888618/fa006723.
    [28] Standard NF EN 12620+A1. Aggregates for concrete. AFNOR, 2008. Available form: https://www.boutique.afnor.org/norme/nf-en-12620a1/granulats-pour-beton/article/702719/fa157250.
    [29] Standard NF EN 934-2: 2009+A1: 2012. Admixtures for concrete, mortar and grout—Concrete admixtures—Definitions, requirements, conformity, marking and labelling. AFNOR, 2012. Available form: https://www.boutique.afnor.org/norme/nf-en-934-2a1/adjuvants-pour-betons-mortier-et-coulis-partie-2-adjuvants-pour-beton-definitions-exigences-conformite-marquage-et-etiquetage/article/801892/fa178669.
    [30] Fediuk R, Mochalov A, Timokhin R (2018) Review of methods for activation of binder and concrete mixes. AIMS Mater Sci 5: 916-931. doi: 10.3934/matersci.2018.5.916
    [31] Standard NF P18-370. Admixtures—Curing products for concrete and mortar—Definition, specifications and marking. AFNOR, 2013. Available form: https://www.boutique.afnor.org/norme/nf-p18-370/adjuvants-produits-de-cure-pour-betons-et-mortiers-definition-specifications-et-marquage/article/805903/fa168239.
    [32] Sayahi F, Emborg M, Hedlund H (2017) Plastic shrinkage cracking in concrete: influence of test methods. 2nd International RILEM/COST Conference on Early Age Cracking and Serviceability in Cement-based Materials and Structures-EAC2, 34: 2.
    [33] Ghourchian S, Wyrzykowski M, Baquerizo L, et al. (2018) Performance of passive methods in plastic shrinkage cracking mitigation. Cement Concrete Comp 91: 148-155. doi: 10.1016/j.cemconcomp.2018.05.008
    [34] Lura P, Mazzotta GB, Rajabipour F, et al. (2006) Evaporation, settlement, temperature evolution, and development of plastic shrinkage cracks in mortars with shrinkage-reducing admixtures. International RILEM-JCI Seminar on Concrete Durability and Service Life Planning (ConcreteLife'06), 203-213.
    [35] Standard NF EN 934-2/A2: 2006. Admixtures for concrete, mortar and grout—Part 2: concrete admixtures—Definitions, requirements, conformity, marking and labelling. AFNOR, 2006. Available form: https://www.boutique.afnor.org/norme/nf-en-934-2a1/adjuvants-pour-betons-mortier-et-coulis-partie-2-adjuvants-pour-beton-definitions-exigences-conformite-marquage-et-etiquetage/article/801892/fa178669.
    [36] Standard NF EN 13670. Execution of concrete structures. AFNOR, 2013. Available form: https://www.boutique.afnor.org/standard/nf-en-13670/execution-of-concrete-structures/article/641994/fa163129.
    [37] Standard NF P18-451. Concrete slump test. AFNOR, 1981. Available form: https://www.boutique.afnor.org/norme/nf-p18-451/betons-essai-d-affaissement/article/857902/fa016618.
    [38] Safer O, Belas N, Belguesmia K, et al. (2017) Influence of the incorporation of the silt of the Chorfa dam on the mechanical performance of ordinary concrete. ALJEST 3: 478-484.
    [39] Ghourchian S, Wyrzykowski M, Plamondon M, et al. (2019) On the mechanism of plastic shrinkage cracking in fresh cementitious materials. Cement Concrete Res 115: 251-263. doi: 10.1016/j.cemconres.2018.10.015
  • Reader Comments
  • © 2021 the Author(s), licensee AIMS Press. This is an open access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0)
通讯作者: 陈斌, bchen63@163.com
  • 1. 

    沈阳化工大学材料科学与工程学院 沈阳 110142

  1. 本站搜索
  2. 百度学术搜索
  3. 万方数据库搜索
  4. CNKI搜索

Metrics

Article views(2894) PDF downloads(154) Cited by(1)

Article outline

Figures and Tables

Figures(14)  /  Tables(4)

Other Articles By Authors

/

DownLoad:  Full-Size Img  PowerPoint
Return
Return

Catalog