Abstract
The use of eggshell ash can lead to an increase in the strength of concrete. This study is aimed at investigating the high-strength sustainable performance of self-compacting concrete (HSSCC) through the usage of eggshell ash (EA) as a replacement for cement and reinforced with waste plastic (WP) fiber. Three different ratios of EA (10, 20, and 30%) without WP were added in HSSCC as a first stage, and three portions of WP were reinforced to all specimens in the second stage. Several tests were conducted, including fresh and dry densities, workability, filling and passing capability, and compressive and flexural strengths at 7, 28, and 90 days. The ultrasonic pulse velocity (UPV) was conducted on cube specimens at 28 days. The findings demonstrated that increasing the EA ratio caused a decrease in mechanical properties. Furthermore, compressive and flexural strengths significantly increased with WP reinforcement, and the highest values of 78 and 8.6 MPa were obtained at 10% EA and 1% WP, respectively. The fresh density, workability, and flowability decreased by reinforcing WP at all EA ratios and maximum values of 2180 kg/m3, 69 MPa, and 7.2 MPa, respectively, for 90 days were obtained.
Similar content being viewed by others
References
Agwa IS, Omar OM, Tayeh BA, Abdelsalam BA (2020) Effects of using rice straw and cotton stalk ashes on the properties of lightweight self-compacting concrete. Constr Build Mater 235:117541
Ahmed HK, Abbas WA, AlSaffar D Effect of plastic fibers on properties of foamed concrete. Eng Tech J 31, 14(12)
Al-Hadithi AI, Hilal NN (2016) The possibility of enhancing some properties of self-compacting concrete by adding waste plastic fibers. J Build Eng 8:20–28
Almusawee GMHH (2012) Effect of using fibers on some mechanical properties of self compacting concrete. Iraqi J Mechan Mater Eng 12(4):616–629
Al-Salem S, Lettieri P, Baeyens J (2009) Recycling and recovery routes of plastic solid waste (PSW): a review. Waste Manag 29(10):2625–2643
Arel HŞ, Aydin E (2018) Use of industrial and agricultural wastes in construction concrete. ACI Mater J 115(1):55–64
ASTM C (2009) Standard test method for pulse velocity through concrete. ASTM International, West Conshohocken
Awang H et al (2016) Cost-reduction of self-compacting concrete incorporating raw rice husk ash. J Engi Sci Technol 11(1):096–108
Barros J, Pereira E, Santos S (2007) Lightweight panels of steel fiber-reinforced self-compacting concrete. J Mater Civ Eng 19(4):295–304
Bengar HA, Shahmansouri AA, Sabet NAZ, Kabirifar K, Tam VW (2020) Impact of elevated temperatures on the structural performance of recycled rubber concrete: experimental and mathematical modeling. Constr Build Mater 255:119374
Bennett J, Young R (1998) The effect of fibre–matrix adhesion upon crack bridging in fibre reinforced composites. Compos A: Appl Sci Manuf 29(9-10):1071–1081
EFNARC (European Federation of Specialist Construction Chemicals and Concrete Systems) (2005) . The European guidelines for self-compacting concrete: specification, production and use. Accessed January 29, 2020. http://www.efnarc.org/pdf/SCCGuidelinesMay2005.pdf.
Foti D (2011) Preliminary analysis of concrete reinforced with waste bottles PET fibers. Constr Build Mater 25(4):1906–1915
Gamstedt EK, Östlund S (2001) Fatigue propagation of fibre-bridged cracks in unidirectional polymer-matrix composites. Appl Compos Mater 8(6):385–410
Ghernouti YR, Bouziani B, Ghezraoui T, Makhloufi H, Abdelhadi (2015) Fresh and hardened properties of self-compacting concrete containing plastic bag waste fibers (WFSCC). Constr Build Mater 82:89–100
Guerrero LA, Maas G, Hogland W (2013) Solid waste management challenges for cities in developing countries. Waste Manag 33(1):220–232
Ismail ZZ, Al-Hashmi EA (2008) Use of waste plastic in concrete mixture as aggregate replacement. Waste Manag 28(11):2041–2047
Iucolano FL, Ba Caputo D, Colangelo F, Cioffi R (2013) Recycled plastic aggregate in mortars composition: effect on physical and mechanical properties. Mater Des (1980-2015) 52:916–922
Jones R, Fącąoaru I (1969) Recommendations for testing concrete by the ultrasonic pulse method. Mater Constr 2(4):275–284
Khatab, H.R., Mohammed, Samaher J, Hameed, Laith A. (2019) Mechanical properties of concrete contain waste fibers of plastic straps. in IOP Conference Series: Materials Science and Engineering. 2019. IOP Publishing.
Liguori BI, Capasso F, Lavorgna I, Verdolotti M, Letizia (2014) The effect of recycled plastic aggregate on chemico-physical and functional properties of composite mortars. Mater Des 57:578–584
Lothenbach B, Scrivener K, Hooton RD (2011) Supplementary cementitious materials. Cem Concr Res 41(12):1244–1256
Nematzadeh M, Shahmansouri AA, Fakoor M (2020) Post-fire compressive strength of recycled PET aggregate concrete reinforced with steel fibers: optimization and prediction via RSM and GEP. Constr Build Mater 252:119057
Pandya JM, Purohit B Experimental study on the mechanical properties of concrete incorporating PET fibers. IJSRD–Int J Sci Res Develop 2(09):2321–0613
Persson BA (2021) Comparison between mechanical properties of self-compacting concrete and the corresponding properties of normal concrete. Cement Concret Res 31(2):193–198
Pliya P, Cree D (2015) Limestone derived eggshell powder as a replacement in Portland cement mortar. Constr Build Mater 95:1–9
Salman A, Tatjána J, Al-Mayyahi M, Ibrahim R, Abdullah T, Khader E (2020) Improvement of mechanical properties of oil well cement by incorporate nano-CaCO3 prepared from eggshell waste. IOP Conf Ser Mat Sci Eng 765:012006. https://doi.org/10.1088/1757-899X/765/1/012006
Shahmansouri AA, Bengar HA, Jahani E (2019) Predicting compressive strength and electrical resistivity of eco-friendly concrete containing natural zeolite via GEP algorithm. Constr Build Mater 229:116883
Shahmansouri AA, Akbarzadeh Bengar H, Ghanbari S (2020a) Experimental investigation and predictive modeling of compressive strength of pozzolanic geopolymer concrete using gene expression programming. J Concret Struct Mater 5(1):92–117
Shahmansouri AA, Bengar HA, Ghanbari S (2020b) Compressive strength prediction of eco-efficient GGBS-based geopolymer concrete using GEP method. J Build Eng 101326
Shahmansouri AA, Yazdani M, Ghanbari S, Bengar HA, Jafari A, Ghatte HF (2020c) Artificial neural network model to predict the compressive strength of eco-friendly geopolymer concrete incorporating silica fume and natural zeolite. J Clean Prod 279:123697
Sim J-I et al Size and shape effects on compressive strength of lightweight concrete. Constr Build Mater 38:854–864
Standard, A., C78-09 (2009) Standard test method for flexural strength of concrete (using simple beam with third-point loading). ASTM International.
Tayeh BA, AlSaffar DM, Askar LK, Jubeh AI (2019) Effect of Incorporating pottery and bottom ash as partial replacement of cement. Karbala Int J Modern Sci 5(4):9
Topcu IB, Bilir T, Uygunoğlu T (2009) Effect of waste marble dust content as filler on properties of self-compacting concrete. Constr Build Mater 23(5):1947–1953
Vasudevan G, Wei S (2020) Utilization of eggshell powder (esp) as partial replacement of cement incorporating superplasticizer. IOP Conf Ser Mater Sci Eng 840:012016. https://doi.org/10.1088/1757-899X/840/1/012016
Wu G, Li J, Xu Z (2013) Triboelectrostatic separation for granular plastic waste recycling: a review. Waste Manag 33(3):585–597
Yang K-H, Kim G-H, Choi Y-H (2014) An initial trial mixture proportioning procedure for structural lightweight aggregate concrete. Construct Build Mater 55:431–439
Author information
Authors and Affiliations
Corresponding author
Ethics declarations
Conflict of interest
The authors declare that they have no competing interests.
Additional information
Responsible Editor: Amjad Kallel
Rights and permissions
About this article
Cite this article
Hilal, N., Al Saffar, D.M. & Ali, T.K.M. Effect of egg shell ash and strap plastic waste on properties of high strength sustainable self-compacting concrete. Arab J Geosci 14, 291 (2021). https://doi.org/10.1007/s12517-021-06654-x
Received:
Accepted:
Published:
DOI: https://doi.org/10.1007/s12517-021-06654-x