Effect on Mechanical Properties of Concrete Using Industrial Waste

Authors

  • Kishan Lal Jain
  • Mukul Mangal
  • Shruti Bhargava

Keywords:

Concrete, Mechanical Properties, Porosity, Water Absorption, RCPT

Abstract

Waste management is a great challenge for any country in current and future aspect. Solid waste generates from different industry i.e. stone, marble, coal, tire etc. are major issues in India. These wastes create major environmental & health problems for surrounding people. This study represents the utilization of waste kota stone slurry and marble powder as sand & cement replacing material with 15% fly ash of class-C. Waste kota stone slurry was collected from stone industry and marble powder acquired from marble industry, marble shops, nearby area etc. The percentages of waste kota stone slurry were used in 10,20,30,40 & 50% respectively as a sand and marble were used in 5, 10, 15, 20 & 25% respectively as cement. Workability of control and blended mixes were evaluated by slump cone test. Mechanical properties were examined through compressive strength, flexural strength & splitting tensile strength. Durability performances were checked in terms of porosity, water absorption and rapid chloride penetration test. Results indicated that mechanical properties were enhanced due to pozzolanic and filler effect of glass & marble fines. Porosity and water absorptions of slurry marble added concrete were reduced due to its packing density. It can be concluded that 10% marble powder with 30% kota stone slurry can be used with 15% flyash mixed PPC cement.

References

Afshinnia, K., & Rangaraju, P. R. (2015). Influence of fineness of ground recycled glass on

mitigation of alkali-silica reaction in mortars. Construction and Building Materials, 81, 257–267.

Aliabdo, A. A., Abd Elmoaty, A. E. M., & Aboshama, A. Y. (2016). Utilization of waste marble

powder in the production of cement and concrete. Construction and Building Materials, 124, 866–

Arivumangai, A., & Felixkala, T. (2014). Strength and durability properties of kota stone slurry

concrete. 4, 1–6.

Ashis Kumar Bera and Sayan Kundu (2016) “Influence of fly ash content on compaction

characteristics of fly ash clay mixture” Jordan Journal of Civil Engineering, Volume 10, No. 1,

Bisht, K., Kabeer, K. I. S. A., & Ramana, P. V. (2020). Gainful utilization of waste glass for

production of sulphuric acid resistance concrete. Construction and Building Materials, 235,

Carette, G., Chevrier, A.B.R.L. and Malhotra, V.M., (1993). “Mechanical properties of concrete

incorporating high volumes of fly ash from sources in the US”. Materials Journal, 90(6), pp.535-

Cordeiro, G. C., De Alvarenga, L. M. S. C., & Rocha, C. A. A. (2016). Rheological and

mechanical properties of concrete containing crushed marble fine aggregate. Construction and

Building Materials, 111, 766–773.

Dash, M. K., Patro, S. K., & Rath, A. K. (2016). Sustainable use of industrial-waste as partial

replacement of fine aggregate for preparation of concrete – A review. International Journal of

Sustainable Built Environment, 5(2), 484–516.

Gautam, N., Krishna, V. and Srivastava, A., (2014). “Sustainability In The concrete construction”.

International Journal Of Environmental Research And Development, 4(1), pp.81-90.

Ghorbani, S., Taji, I., de Brito, J., Negahban, M., Ghorbani, S., Tavakkolizadeh, M., & Davoodi,

A. (2019). Mechanical and durability behaviour of concrete with marble waste dust as partial

cement replacement under adverse exposure conditions. Construction and Building Materials,

, 143–152.

Harbec, D., Zidol, A., Tagnit-Hamou, A., & Gitzhofer, F. (2017). Mechanical and durability

properties of high performance glass fume concrete and mortars. Construction and Building

Materials, 134, 142–156.

J.M. Khatib, E.M. Negim, H.S. Sohl, N. Chileshe, (2012) Marble powder utilization in concrete

production, Eur. J. Appl. Sci. 4 (4) (2012) 173–176.

Karmegam A, Kalidass A, Ulaganathan D (2014). Utilization of marble sawing waste in self

compacting concrete. Građevinar .2014; 66 :(11) : 997-1006

K. Saravana Raja Mohan and A. Sumathi (2015) “Studies on fly ash concrete composites” Jordan

Journal of Civil Engineering, Volume 9, No. 1, 2015

Li, H., Huang, F., Cheng, G., Xie, Y., Tan, Y., Li, L., & Yi, Z. (2016). Effect of marble dust on

mechanical and some durability properties of manufactured sand concrete. Construction and

Building Materials, 109, 41–46.

IS: 6441 (Part-I). (1972). Determination of unit weight or bulk density and moisture content.

Bureau of Indian Standards, New Delhi, 12.

IS:5816-1999. (1999). Specification for splitting tensile strength of concrete -Method of Test.

Bureau of Indian Standard, New Delhi.

IS 383-1970. (1997). Coarse and fine aggregates from coarse and fine aggregates from natural

sources for concrete. Bureau of Indian Standards (New Delhi, India).

IS 516 -1959. (2004). Method of tests for strength of concrete. Bureau of Indian Standard, New

Delhi. IS 3812 Part-1-2033. Specification for pulverized fuel ash, part 1: for use a as pozzolana in

cement, Cement Mortar and Concrete.

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Published

2023-10-25

Issue

Vol. 13 No. 2 (2023)

Section

Research Article

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