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Properties and Characteristics of Lean Concrete Made with Recycled Coarse Aggregate and Fly Ash

Piyush Kumar, Dr. Ashutosh S. Trivedi

Abstract


Qualitative aggregates have become scarce and expensive in various places in India, due to rapid enhancement in infrastructure activities essential for the development of new construction facilities. The use of waste materials in construction appears to be an attractive proposition because of their low cost, environmental considerations and depleting source of quality aggregates, if good performance can be ensured through appropriate technology. The problem of disposal of waste generated from building demolition and infrastructural deterioration is a cause of worry for ecology & environment. Many research, investigations and solutions have been evolved, developed and explored for this particular environmental problem and the best solution found is recycling. As is in the rest of the world, as a result of fast population growth and urbanization, the construction industry is growing at a great pace in our country as well. Everyday old buildings are being knocked down and replaced with the new ones. The debris from these demolished buildings is thrown away, causing environmental pollution, or is used as filling material. Thermal power stations using pulverized coal as fuel produce enormous quantities of ash as waste products of combustion. In India, it is estimated that thermal power plants produces about 100 million tonnes of fly ash per annum. Hence the problem of ash disposal is expected to become acute due to the limited space available for ash disposal near most of the thermal power plants. At present, percentage utilization of fly ash is only around 15 to 20%. Generally, fly ash is used as replacement of cement, as an admixture in concrete and in manufacturing of cement. An effort has been made to increase the utilization of fly ash by using it as a partial replacement material for fine aggregate in concrete because in current scenario the use of fly ash is limited and restricted.

 


Keywords


Fly ash, Recycled coarse aggregate, Ceramic waste aggregate, Fly ash, Portland Pozzolana Cement

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References


Cheng, A., Hsu, H.M., Chao, S.J., & Lin, K.L. (2011). Experimental study on properties of pervious concrete made with recycled aggregate. Internal Journal of Pavement Research and Technology, 4, 104–110.

Girish, G., & Manjunath Rao, R. (2011). A step towards mix proportioning guidelines for pervious concrete. International Journal of Earth Sciences and Engineering, 4, 768–771.

Güneyisi, E., Gesoğlu, M., Kareem, Q., & İpek, S. (2016). Effect of different substitution of natural aggregate by recycled aggregate on performance characteristics of pervious concrete. Materials and Structures, 49, 521–536.

Bairagi N.K., Vidyadhara H.S., and Kishore Ravande (1990). ‘Mix design procedure for recycled aggregate concrete’, Construction & Building Materials, Vol. 4, No. 4, pp. 186–193.

Amnon Katz (2003). Properties of concrete made with recycled aggregate from partially hydrated old concrete, Cement and Concrete Research, Vol. 33, pp. 703–711.

Amnon Katz (2004). Treatments for the improvement of recycled aggregate, Journal of Materials in Civil Engineering, Vol. 16, No. 6, December, pp. 597–603.

Hesami, S., Ahmadi, S., & Nematzadeh, M. (2014). Effects of rice husk ash and fiber on mechanical properties of pervious concrete pavement, Construction and Building Materials, 53, 680–691.

Annette R., Andrew R., and Michael Mundy (2001). Utilization of aggregate materials in road construction and bulk fill, Resources Conservation and Recycling, Vol. 32, pp. 305–320.

Arlindo Goncalves, Ana Esteves and Manuel Vieira (2004). Influence of recycled concrete aggregates on concrete durability. Proceedings of the International RILEM Conference, Barcelona, Spain, 8–11 November, No. 279, pp. 1–9.

Taffese Zewdu Woubishet (2019). Aggregates for concrete Production: An Experimental Case Study. Advances in Civil Engineering, Vol. 18, pp.1–11.

S. Hesami, I.S. Hikouei, and S.A.A. Emadi (2016). Mechanical behavior of self-compacting concrete pavements incorporating recycled tire rubber crumb and reinforced with polypropylene fiber. Journal of Cleaner Production, vol. 133, pp. 228–234.

W.Z. Taffese (2012). Low-cost eco-friendly building material : A case study in Ethiopia. International Journal of Civil, Environmental, Structural, Construction and Architectural Engineering. Vol. 6, pp. 183–187.

Bekir Topcu and SelimSengel (2004), Properties of concretes produced with waste concrete aggregate. Cement and Concrete Research. Vol. 34, pp. 1307–1312.

B.S. Hamad and A.H. Dawi (2017). Sustainable normal and high strength recycled aggregate concretes using crushed tested cylinders as coarse aggregates. A Case Studies in Construction Materials, Vol. 7, pp. 228–239.

M. Wijayasundara, P. Mendis, and R.H. Crawford (2017). Methodology for the integrated assessment on the use of recycled concrete aggregate replacing natural aggregate in structural concrete. Journal of Cleaner Production, Vol. 166, pp. 321–334.

CananTasdemir (2003). Combined effects of mineral admixtures and curing conditions on the sorptivity coefficient of concrete. Cement and Concrete Research. Vol. 33, pp. 1637–1642.

Cengiz Duran Atis (2002). High volume fly ash abrasion resistant concrete. Journal of Materials in Civil Engineering. Vol. 14 (3), pp. 274–277.

M. Safiuddin, U.J. Alengaram, M.A. Salam, M.Z. Jumaat, F.F. Jaafar, and H.B. Saad (2011). Properties of high-workability concrete with recycled concrete aggregate. Materials Research, Vol. 14 (2). pp. 248–255.

M.N. Soutsos, K. Tang, and S.G. Millard (2011). Concrete building blocks made with recycled demolition aggregate. Construction and Building Materials. Vol. 25 (2), pp. 726–735.

IS 12269-1987. Specification for 53 grade ordinary Portland cement

IRC SP20:2002. Indian Road Congress Manual for Rural Roads.

ASTM C 642–97. Standard Test Method for Density, Absorption and Voids in Hardened Concrete.

DIN 1048-1:1991. Testing Concrete: Testing of Fresh Concrete.

IS 383:1970. Specifications for Coarse and Fine Aggregates from Natural Sources for Concrete.

IS 2386:1963 (part I). Methods of Test for Aggregates for Concrete.


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