Abstract
Utilisation of ferrochrome slag as partial substitution of the fine aggregates and incorporation of rice husk ash (RHA) in place of cement has been carried out in this study to generate a sustainable concrete. For this, workability, compressive strength (CS), split tensile strength (STS), flexural strength (FS), rebound number (RN), ultrasonic pulse velocity (UPV), water absorption (WA), density and volume of voids (VV) of 12 numbers of concrete mixes made with 0%, 10%, and 20% ferrochrome slag fine aggregates (FSA) and 0%, 10%, 15% and 20% RHA have been investigated. The outcomes of this investigation depicts that all the mixes designed in this study incorporating (FSFA) and RHA has satisfied the workability requirements of concrete to be used for normal construction work. Furthermore, a substantial reduction in CS has been noted in the early days of the mixes made with higher quantity of RHA and FSFA; however, improvement in strength parameters has been seen in later days. The results of STS, FS, RN and UPV of mixes follow a similar trend to the CS for all mixes examined in the current investigation. Overall, the outcomes of this study conclude that the concrete characteristics considered for of this work are not significantly influenced with the inclusion of FSFA in place of natural sand. However, the reduction in concrete behaviour has been detected with the use of higher RHA (%). Further, the present study recommends for the utilisation of 10%–15% RHA and 10% FSFA in concrete for various applications.
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Abbreviations
- FSFA:
-
Ferrochrome slag fine aggregates
- RHA:
-
Rice husk ash
- NFA:
-
Natural fine aggregates
- NCA:
-
Natural coarse aggregates
- CS:
-
Compressive strength
- STS:
-
Split tensile strength
- FS:
-
Flexural strength
- OPC:
-
Ordinary Portland cement
- BIS:
-
Bureau of Indian Standards
- RN:
-
Rebound number
- UPV:
-
Ultrasonic pulse velocity
- WA:
-
Water absorption
- VV:
-
Volume of voids
References:
Tiwari A, Singh S, Nagar R (2016) Feasibility assessment for partial replacement of fine aggregate to attain cleaner production perspective in concrete: a review. J Clean Prod 135:490–507
Patra RK, Mukharjee BB (2017) Fresh and hardened properties of concrete incorporating ground granulated blast furnace slag—a review. AdvConcrConstr 4:283–303
Prusty JK, Patro SK, Basarkar SS (2016) Concrete using agro-waste as fine aggregate for sustainable built environment—a review. Int J Sustain Built Environ 5:312–333
Singh N, Mithulraj M, Arya S (2018) Influence of coal bottom ash as fine aggregates replacement on various properties of concretes: a review. ResourConservRecycl 138:257–271
Ghannam S, Najm H, Vasconez R (2016) Experimental study of concrete made with granite and iron powders as partial replacement of sand. Sustain Mater Technol 9:1–9
Dash MK, Patro SK, Rath AK (2016) Sustainable use of industrial-waste as partial replacement of fine aggregate for preparation of concrete—a review. Int J Sustain Built Environ 5:484–516
Albayati A, Wang Y, Wang Y, Haynes J (2018) A sustainable pavement concrete using warm mix asphalt and hydrated lime treated recycled concrete aggregates. Sustain Mater Technol 18:e00081
Shaikh FUA, Hosan A (2019) Effect of nano silica on compressive strength and microstructures of high volume blast furnace slag and high volume blast furnace slag-fly ash blended pastes. Sustain Mater Technol 20:e00111
Elibol C, Sengul O (2016) Effects of activator properties and ferrochrome slag aggregates on the properties of alkali-activated blast furnace slag mortars. Arab J SciEng 41:1561–1571
Özcan A, Karakoç MB (2019) The resistance of blast furnace slag- and ferrochrome slag-based geopolymer concrete against acid attack. Int J CivEng 17:1571–1583
Gutt W, Nixon PJ (1979) Use of waste materials in the construction industry. MatériauxConstr 12:255–306
Sharma K, Kumar A (2020) Utilization of industrial waste—based geopolymers as a soil stabilizer—a review. InnovInfrastructSolut. https://doi.org/10.1007/s41062-020-00350-7
Ali TKM, Hilal N, Faraj RH, Al-Hadithi AI (2020) Properties of eco-friendly pervious concrete containing polystyrene aggregates reinforced with waste PET fibers. InnovInfrastructSolut. https://doi.org/10.1007/s41062-020-00323-w
Zelić J (2005) Properties of concrete pavements prepared with ferrochromium slag as concrete aggregate. CemConcr Res 35:2340–2349
Prusty JK, Patro SK, Mohanty T (2018) Structural behaviour of reinforced concrete beams made with ferrochrome slag as coarse aggregate. KSCE J CivEng 22:696–707
Panda CR, Mishra KK, Panda KC, Nayak BBD, Nayak BBD (2013) Environmental and technical assessment of ferrochrome slag as concrete aggregate material. Constr Build Mater 49:262–271
Acharya PK, Patro SK (2016) Utilization of ferrochrome wastes such as ferrochrome ash and ferrochrome slag in concrete manufacturing. Waste Manag Res 34:764–774
Sathwik SR, Sanjith J, Sudhakar GN (2016) Development of high strength concrete using ferrochrome slag aggregate as replacement to coarse aggregate. Am J Eng Res 5:2320–2847
Dash MK, Patro SK (2018) Effects of water cooled ferrochrome slag as fine aggregate on the properties of concrete. Constr Build Mater 177:457–466
Karakoç MB, Türkmen I, Maraş MM, Kantarci F, Demirboʇa R, UʇurToprak M (2014) Mechanical properties and setting time of ferrochrome slag based geopolymer paste and mortar. Constr Build Mater 72:283–292
Karakoç MB, Türkmen I, Maraş MM, Kantarci F, Demirboʇa R (2016) Sulfate resistance of ferrochrome slag based geopolymer concrete. Ceram Int 42:1254–1260
Yaragal SC, Chethan Kumar B, Jitin C (2020) Durability studies on ferrochrome slag as coarse aggregate in sustainable alkali activated slag/fly ash based concretes. Sustain Mater Technol 23:e00137
Thomas BS (2018) Green concrete partially comprised of rice husk ash as a supplementary cementitious material—a comprehensive review. Renew Sustain Energy Rev 82:3913–3923
Khan R, Jabbar A, Ahmad I, Khan W, Khan AN, Mirza J (2012) Reduction in environmental problems using rice-husk ash in concrete. Constr Build Mater 30:360–365
Antiohos SK, Papadakis VG, Tsimas S (2014) Rice husk ash (RHA) effectiveness in cement and concrete as a function of reactive silica and fineness. CemConcr Res 61–62:20–27
Fapohunda C, Akinbile B, Shittu A (2017) Structure and properties of mortar and concrete with rice husk ash as partial replacement of ordinary Portland cement—a review. Int J Sustain Built Environ 6:675–692
Jaya RP, Bakar BHA, Johari MAM, Ibrahim MHW (2011) Strength and permeability properties of concrete containing rice husk ash with different grinding time. Cent Eur J Eng 1:103–112
Ponmalar V, Abraham RA (2015) Study on effect of natural and ground rice-husk ash concrete. KSCE J CivEng 19:1560–1565
Fadele O, Otieno M (2019) Sustainable use of supplementary cementitious materials from agricultural wastes—a review. Sustain Constr Mater Technol 1:1–7
Celik F, Canakci H (2015) An investigation of rheological properties of cement-based grout mixed with rice husk ash (RHA). Constr Build Mater 91:187–194
Salas A, Delvasto S, de Gutierrez RM, Lange D (2009) Comparison of two processes for treating rice husk ash for use in high performance concrete. CemConcr Res 39:773–778
Madandoust R, Ranjbar MM, Moghadam HA, Mousavi SY (2011) Mechanical properties and durability assessment of rice husk ash concrete. BiosystEng 110:144–152
Gastaldini ALG, Isaia GC, Gomes NS, Sperb JEK (2007) Chloride penetration and carbonation in concrete with rice husk ash and chemical activators. CemConcr Compos 29:176–180
Ganesan K, Rajagopal K, Thangavel K (2008) Rice husk ash blended cement: assessment of optimal level of replacement for strength and permeability properties of concrete. Constr Build Mater 22:1675–1683
Saraswathy V, Song HW (2007) Corrosion performance of rice husk ash blended concrete. Constr Build Mater 21:1779–1784
Padhi RS, Patra RK, Mukharjee BB, Dey T (2018) Influence of incorporation of rice husk ash and coarse recycled concrete aggregates on properties of concrete. Constr Build Mater 173:289–297
Chao-Lung H, Le A-T, Chun-Tsun C (2011) Effect of rice husk ash on the strength and durability characteristics of concrete. Constr Build Mater 25:3768–3772
Chindaprasirt P, Kanchanda P, Sathonsaowaphak A, Cao HT (2007) Sulfate resistance of blended cements containing fly ash and rice husk ash. Constr Build Mater 21:1356–1361
IS: 383 (2016) Coarse and fine aggregate for concrete—specification (third revision). Bur. Indian Stand., Dehli
IS 2386 (Part I): 1963 (1963) Methods of test for aggregates for concrete: part I particle size and shape. Bur. Indian Stand., Dehli
IS 2386 (Part III): 1963 (1963) Methods of test for aggregates for concrete: part III specific gravity, density, voids, absorption and buckling. Bur. Indian Stand., Dehli
IS:2386 (Part IV): 1963 (1963) Methods of test for aggregates for concrete part IV mechanical properties. Bur. Indian Stand., Dehli
IS 4031 (Part 2): 1999 (1999) Methods of physical tests for hydraulic cement part 2 determination of fineness by blaine air permeability method. Bur. Indian Stand., Dehli
IS 4031 (Part 4): 1988 (1988) Methods of physical tests for hydraulic cement: part 4 determination of consistency of standard cement paste. Bur. Indian Stand., Dehli
IS 4031 (Part 5): 1988 (1988) Methods of physical tests for hydraulic cement part 5 determination of initial and final setting times. Bur. Indian Stand., Dehli
IS 4031 (Part 6) : 1988 (1988) Methods of physical tests for hydraulic cement: part 6 determination of compressive strength of hydraulic cement other than Masonary cement. Bur. Indian Stand., Dehli
IS 4031 (Part 11): 1988 (1988) Methods of physical tests for hydraulic cement: part 11 determination of density. Bur. Indian Stand., Dehli
IS 10262: 2019 (2019) Concrete mix proportioning—guidelines. Bur. Indian Stand., Dehli
IS 7320: 1974 (1974) Specification for concrete slump test apparatus. Bur. Indian Stand., Dehli
IS 10500: 2012 (2012) Drinking water—specification. Bur. Indian Stand., Dehli
IS 516: 1959 (1959) Methods of tests for strength of concrete. Bur. Indian Stand., Dehli
IS 5816: 1999 (1999) Splitting tensile strength of concrete—method of test. Bur. Indian Stand., Dehli
ASTM C642-06 (2006) Standard test method for density, absorption, and voids in hardened concrete. Am. Soc. Test. Mater., West Conshohocken
IS 13311 (Part1): 1992 (1992) Non-destructive testing of concrete—methods of test part 1 ultrasonic pulse velocity. Bur. Indian Stand., Dehli
IS 13311 (PART 2): 1992 (1992) Non-destructive testing of concrete—methods of test. Bur. Indian Stand., Dehli
Kou S-CCC, Poon C-SSS (2008) Mechanical properties of 5-year-old concrete prepared with recycled aggregates obtained from three different sources. Mag Concr Res 60:57–64
American Concrete Institute (2011) ACI Committee 318: building code requirements for structural concrete.
C.E.-I. du Beton (1993) CEB-FIP model code 1990. Bull. d’Information
IS 456 : 2000 (2000) Plain and reinforced concrete—code of practice. Bur. Indian Stand., Dehli
EHE (1998) Spanish code for structural concrete EHE. Real Decreto 2661/1998, Madrid; [inSpanish] 704
GB: 50010-2002. Chinese standard (2002) Code for design of concrete structures. China Build. Press, Beijing (In Chinese)
NBR 6118 (2003) Design of concrete structures—procedure. Brazilian association Tech. Stand., Riode Janeiro
Hueste MBD, Chompreda P, Trejo D, Cline DBH, Keating PB (2004) Mechanical properties of high-strength concrete for prestressed members. ACI Struct J 101:457–465
Xiao J, Li J, Zhang C (2005) Mechanical properties of recycled aggregate concrete under uniaxial loading. CemConcr Res 35:1187–1194
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Das, S., Patra, R.K. & Mukharjee, B.B. Feasibility study of utilisation of ferrochrome slag as fine aggregate and rice husk ash as cement replacement for developing sustainable concrete. Innov. Infrastruct. Solut. 6, 85 (2021). https://doi.org/10.1007/s41062-021-00461-9
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DOI: https://doi.org/10.1007/s41062-021-00461-9