Glass Waste Powder as Partial Replacement of Cement for  Sustainable Concrete

Rashid ul Islam; Manish Kaushal

doi:10.55524/

Authors

Rashid ul Islam M. Tech Scholar, Civil Engineering Department, RIMT University Mandi, Gobindgarh, India Author
Manish Kaushal Assistant Professor, Civil Engineering Department, RIMT University Mandi, Gobindgarh, India Author

DOI:

https://doi.org/10.55524/

Keywords:

Waste glass, Recycling, Supplementary cementitious material, Environment, Sustainability

Abstract

The common assets (aggregate and cement) for the concrete business are un-existent, the examination is to research the chance of utilizing glass powder in concrete as incomplete concrete substitution and doesn't adversely influence the properties of the subsequent cement. Furthermore, the natural advantages of the disposal of the waste glass from the landfill is another objective. Requirement for elective assets is indispensable. The reusing of waste comprises a positive path for the solid business as elective materials to supplant concrete and totals. The fundamental goal of this exploration is to examine the chance of utilizing glass squander powder in concrete as incomplete concrete substitution and doesn't contrarily influence the properties of the subsequent cement. Likewise, the natural advantages of the end of the waste glass from the landfill is another objective. Numerous endeavors have been made to utilize squander glass in concrete industry as a substitution of coarse aggregate, fine aggregate, and cement. Its exhibition as a coarse aggregate substitution has been discovered to be non-palatable due to quality relapse and development because of soluble base silica response. The exploration shows that there is quality misfortune because of fine aggregate replacement too.In the research, cement was replaced by glass waste powder in the range of 0% to 30% by weight. The solid blends were created, tried and looked at regarding workability, thickness, ingestion, and mechanical tests. Another blending strategy was utilized in blending concrete in with glass powder to improve its effectiveness, which the glass powder was broken up in water before adding to cement and aggregate. The impact of various restoring temperatures (23°C, 40°C ) at ages ( 7, 28,52 days) was likewise concentrated on mechanical properties and strength of cement containing glass powder. The present study shows that waste glass if ground finer than 100µm shows a pozzolanic behavior.The yield results acquired from this research center program demonstrated that the functionality of cement increased as the glass powder substitution increased because of the presence of all the more free water in the structure, which prompted having lower thickness and higher water assimilation. Afterward, following 28 days, the most noteworthy compressive strength was gotten for the 30% Glass powder. Finally, this research has attempted to provide an interesting approach to introducing glass powder as a cement replacement in concrete, aiming to improve the pozzolanic activity. The Experimental results for the new mixing method verified the feasibility of this approach.

Downloads

Download data is not yet available.

References

Thanongsak,N.,Watcharapong,W.,andChaipanich.A.,(2009 ),“Utilizationoffly ash with silica fume and properties of Portland cement-fly ash-silica fume concrete”. Fuel, Volume 89, Issue 3, March 2010, Pages768-774.

Patel, A, Singh, S.P, Murmoo, M. (2009), “Evaluation of strength characteristics of steel slag hydrated matrix” Proceedings of Civil Engineering Conference- Innovation without limits (CEC-09), 1 8th - 1 9th September‟2009.

Li Yun-feng, Yao Yan, Wang Ling, “Recycling of industrial waste and performance of steel slag green concrete”, J. Cent. South Univ. Technol.(2009)16: 8−0773, DOI:10.1007/s11771-009-0128x.

Velosa, A.L, and Cachim, P.B.,” Hydraulic lime based concrete: Strength development using a pozzolanic addition and different curing conditions”, Construction and Building Materials ,Vol.23,Issue5,May2009,pp.2107- 2111.

BarbhuiyaS.A.,Gbagbo,J.K.,Russeli,M.I.,Basheer,P.A.M.“ Propertiesofflyash concrete modified with hydrated lime and silica fume”, a Centre for Built Environment Research, School of Planning, Architecture and Civil Engineering, Queen‟s University Belfast, Northern Ireland BT7 1NN, United Kingdom Received 28 January 2009; revised 1 June 2009; accepted 3 June 2009. Available online 15 July 2009.

Gonen,T. and Yazicioglu,S. “The influence of mineral admixtures on the short and long term performances of concrete” department of construction education, Firat University, Elazig 23119,Turkey.2009.

Mateusz R.J. O. and Tommy N. “ Effect of composition and Initial Curing Conditions of Scaling Resistance of

Ternary(OPC/FA/SF) concrete”, Journal of Materials in Civil Engineering © ASCE/October 2008, PP668-677. [8] Chang-long, WQI, Yan-ming, HeJin-yun , “Experimental Study on Steel Slag and Slag Replacing Sand in Concrete”, 2008, International Workshop on Modelling, Simulation and Optimization.

Jigar P. Patel, “Broader use of steel slag aggregates in concrete”, M.Tech thesis, Cleveland State University, December,2008. N.P.Rajamane*,J.Annie Peter ,P.S. Ambily,” Prediction of compressive strength of concrete with fly ash as sand replacement material”. Cement and Concrete Composites, Volume 29, Issue 3, March 2007, Pages 218-223. Abdullah A. Almusallam, Hamoud Beshr, Mohammed Masleh uddin, Omar S.B. Al-Amoudi,, “Effect of silica fume on the mechanical properties of low quality coarse aggregate concrete”, Cement & Concrete Composites 26 (2004)891-900.

Turkmen.I,” Influence of different curing conditions on the physical and mechanical properties of concrete with admixtures of silica fume and blast furnace slag”, Materials Letters 57 (2003), pp.4560-4569.Article/ View Record in Scopus/Cited by in Scopus(9).

Tasdemir,C, ”Combined effects of mineral admixtures and curing conditions on the sorptivity coefficient of concrete”, cement and concrete research 33(2003), pp. 1637-1642.

IS 2720(III/SEC-I): 1980 Methods of Test for Soils, Determination of specific gravity. IS 2720(IV):1985 Methods of Test for Soils, determination of grain size analysis.

Thomas , M. D. A. and Shehata, M. H. “ Use of ternary cementitious systems containing silica fume and fly ash in concrete“; cement and concrete research 29 (1999).Bijen,J.“Benefits of slag and fly ash “construction and building materials, vol.10, no.5,pp. 309-314, 1996.

Kumar, A., Singla, S., Kumar, A., Bansal, A. and Kaur, A., 2022. Efficient Prediction of Bridge Conditions Using Modified Convolutional Neural Network. Wireless Personal Communications, pp.1-15.

Singh, A., Singla, S. and Garg, R., 2020, November. Performance analysis of Papercrete in presence of Rice husk ash and Fly ash. In IOP Conference Series: Materials Science and Engineering (Vol. 961, No. 1, p. 012010). IOP Publishing.

Ashraf, S., Kaur, S. and Singla, S., 2022. Water Quality Assessment of Anchar Lake, Srinagar, India. Civil and Environmental Engineering Reports, 32(1), pp.88-115.

Ahmad, Uzair. (2018). A Study on Effect of Polymers on the Properties of Vg-10 Grade Bitumen. International Journal for Research in Applied Science and Engineering Technology. 6. 2572-2576. 10.22214/ijraset.2018.4433.

Singh, J., Singh, B. and Singla, S., Enhancement of Expensive Soil by Addition of Stone Dust and LDPE Fibre. [19] Singh, P. and Singla, S., 2023. Estimation of Land Surface Temperature of Srinagar City, India Using Landsat 8 Data. Sustainability, Agri, Food and Environmental Research, 12(1).

Irshad, U and Singla, S.,2019 “Impact of Road Conditions on Traffic Management-A Case Study of Chenab Valley.” International Journal of Scientific & Technology Research 8 1179-1186.