Study on potential of soil stabilization using concrete sludge of batching plant (CSBP)

Main Article Content

N.M. NAWI
D.A. MAT YUSOF
S.S. SHARIPUDIN
N.F. MOHD HALIM
N.M. MOHAMAD


Keywords : CBR value, concrete sludge, organic soil, maximum dry density, subgrade
Abstract

More than 8 t of fresh concrete waste may be created and returned to the batching plants throughout Malaysia, where it will degrade into concrete sludge. Most batching plants will dump their concrete sludge on the ground or at a landfill which is not eco-friendly at all. Consequently, this study is to investigate the potential of concrete sludge of batching plant (CSBP) to be used as the stabilized material for organic soil which indirectly can help to recycle CSBP from end up at the landfill. The Atterberg limit test was conducted to identify the characteristic of soil used in this study. Four different percentages of CSBP were used which are 0, 5, 10 and 15%. Then, the standard Proctor test and California bearing ratio test were performed, and it shows that the CBR value remarkably increases from 4.8 to 20.7%, with the rise of CSBP percentages from 0 to 15%. The finding shows that CSBP can be used as the potential material to enhance the trend of strength value of CBR. Thus, using CSBP as a stabilized material for organic soil would alleviate the problem of overflowing landfills with concrete sludge and encourage a more sustainable approach in the construction industry.

Article Details

How to Cite
NAWI, N., MAT YUSOF, D., SHARIPUDIN, S., MOHD HALIM, N., & MOHAMAD, N. (2022). Study on potential of soil stabilization using concrete sludge of batching plant (CSBP). Scientific Review Engineering and Environmental Sciences (SREES), 30(4), 552–560. https://doi.org/10.22630/PNIKS.2021.30.4.46
References

Akbar, N.A., Ismail, T.N.H.T., Adnan, S.H., Yusop, F.M., Khosran, H. and Saji, N. (2020). Improvement in CBR Value of Sub-Base Soil using Concrete Slush Waste (CSW). Journal of Advanced Industrial Technology and Application, 1(1), 48-56.

Anupam, A.K., Kumar, P., Ransinchung, G.D. and Shah, Y.U. (2017). Study on performance and efficacy of industrial waste materials in road construction: fly ash and bagasse ash. Airfield and Highway Pavements, 2017, 45-56. (Crossref)

Arshad, H., Qasim, M., Thaheem, M.J. and Gabriel, H.F. (2017). Quantification of material wastage in construction industry of Pakistan: An analytical relationship between building types and waste generation. Journal of Construction in Developing Countries, 22(2), 19-34. (Crossref)

Arunvivek, G.K., Maheswaran, G., Senthil Kumar, S., Senthilkumar, M. and Bragadeeswaran, T. (2015). Experimental study on influence of recycled fresh concrete waste coarse aggregate on properties of concrete. International Journal of Applied Engineering Research, 10(11), 29809-29815.

Bandara, N., Binoy, T.H., Aboujrad, H.S. and Sato, J. (2015). Pavement subgrade stabilization using recycled materials. Airfield and Highway Pavements, 2015, 605-616. (Crossref)

British Standards Institution [BSI] (2004). Methods of test for soils for civil engineering purposes. Part 2: Classification tests (BS 1377-2:1990). Chiswick: British Standards Institution.

Chattaraj, R. and Sengupta, A. (2017). Dynamic properties of fly ash. Journal of Materials in Civil Engineering, 29(1), 04016190. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001712 (Crossref)

Kazaz, A. and Ulubeyli, S. (2016). Current methods for the utilization of the fresh concrete waste returned to batching plants. Procedia Engineering, 161, 42-46. (Crossref)

Kumar, P.G. and Harika, S. (2021). Stabilization of expansive subgrade soil by using fly ash. Materials Today: Proceedings, 45, 6558-6562. (Crossref)

Malaysia Public Work Department (2008). Standard Specification for Road Works. Section 4. Flexible Pavement. Kuala Lumpur: Kerja Raya Malaysia.

Nath, B.D., Molla, M., Ali, K. and Sarkar, G. (2017). Study on Strength Behavior of Organic Soil Stabilized with Fly Ash. International Scholarly Research Notices, 2017, 5786541. https://doi.org/10.1155/2017/5786541 (Crossref)

Nawi, N.M., Mat Yusof, D.A., Sharipudin, S.S., Mohd Halim, N.F., Mohamad, N.M. and Shafie, M.Z. (2019). The utilization of concrete sludge of batching plant (CSBP) as a partial cement replacement in concrete. International Journal of Engineering and Technology, 8(3), 257-260.

Shalabi, F.I., Mazher, J., Khan, K., Alsuliman, M., Almustafa, I., Mahmoud, W. and Alomran, N. (2019). Cement-stabilized waste sand as sustainable construction materials for foundations and highway roads. Materials, 12(4), 600. https://doi.org/10.3390/ma12040600 (Crossref)

Tavakol, M., Hossain, M. and Tucker-Kulesza, S.E. (2019). Subgrade soil stabilization using low-quality recycled concrete aggregate. In Geo-Congress 2019: Geotechnical Materials, Modeling, and Testing (pp. 235-244). Reston, VA: American Society of Civil Engineers. (Crossref)

Tewar, B., Shah, P.M. and Patel, P.B. (2017). Effect of Partial Replacement of Sand with Wastage of Manufactured AAC Block in Concrete. Materials Today: Proceedings, 4(9), 9817- -9821. (Crossref)

Thorneycroft, J., Orr, J., Savoikar, P. and Ball, R.J. (2018). Performance of structural concrete with recycled plastic waste as a partial replacement for sand. Construction and Building Materials, 161, 63-69. (Crossref)

Vieira, L.D.B.P. and Figueiredo, A.D. de (2016). Evaluation of concrete recycling system efficiency for ready-mix concrete plants. Waste Management, 56, 337-351. (Crossref)

Ward, T., Taylor, A. and Grubbs, J. (2017). A comparison of subgrade improvement methods. International Conference on Highway Pavements and Airfield Technology, 2017, 173-184. (Crossref)

Statistics

Downloads

Download data is not yet available.
Recommend Articles