An Experimental Study to Analyze the Black Cotton Soil Strength by Combining GGBS and Rice Husk Ash Powder Using CBR Test

Authors

  • Antush Babu Singh M. Tech scholar, Department of Civil Engineering, RIMT University, Mandi Gobindgarh, Punjab, India Author

DOI:

https://doi.org/10.55524/ijirem.2023.10.4.16

Keywords:

CBR test, Ground granulated blast furnace Slag, Rice husk ash, Road pavement, Expansive soil, Black cotton Soil strength

Abstract

The technological advancement ensures  the durability of the constructed roads in a cost friendly  manner. The utilisation of soil additives, such as lime,  cement, cement kiln dust, Ground Granulated Blast  Furnace Slag (GGBS) Powder, Rice husk ash (RHA),  limestone ash and asphalt, has become a prevalent  technique for enhancing the geotechnical characteristics  of substandard building materials, particularly expansive  soils. The present study aims to examine the impact of  (GGBS) Powder and rice husk ash on the engineering  characteristics of black cotton soil (BCS). In this work,  the strength of BCS has been examined by incorporating  different concentration of GGBS and rice husk ash power  for both soaked and unsoaked soil samples using  California Bearing Ratio (CBR) test. The findings of the  study suggested that the optimal combination of materials  for achieving the highest soaked CBR value is a  proportion of 10% Rice husk ash powder and 8% GGBS  Powder when added to soil. Therefore, this ratio can be  utilized in the construction of road pavements and  embankments. 

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References

Sharma, A. K., & Sivapullaiah, P. V. (2016). Swelling behaviour of expansive soil treated with fly ash–GGBS based binder. Geomechanics and Geoengineering, 12(3), 191–200. https://doi.org/10.1080/17486025.2016.1215548

Amadi, A. A., & Lubem, S. (2014). Assessing Stabilization Effectiveness of Combined Cement Kiln Dust and Quarry Fines on Pavement Subgrades Dominated by Black Cotton Soil. Geotechnical and Geological Engineering, 32(5), 1231–1238. https://doi.org/10.1007/s10706-014-9793-0

Akshay, W. (2020). Study of Black Cotton Soil and Settled Soil near Bhatghar Dam by using Lime Rice Husk Ash and Fly Ash Stabilized. International Journal for Research in Applied Science and Engineering Technology, 8(4), 468–472. https://doi.org/10.22214/ijraset.2020.4075

Blayi, R. A., Sherwani, A. F. H., Ibrahim, H. H., & Abdullah, S. J. (2020). Stabilization of high-plasticity silt using waste brick powder. SN Applied

Sciences, 2(12). https://doi.org/10.1007/s42452-020- 03814-8

Patel, M. l, & N.G.Raval, N. G. R. (2011). Study on Relation Between CBR Value of Subgrade Soil and Miosture Content. Indian Journal of Applied Research, 1(10), 86–87. https://doi.org/10.15373/2249555x/jul2012/28

Singh, H. (2021). Stablization of Clayey Soil Via Lime and Plastic Fibre for Advanced Foundation Proposition. International Journal for Research in Applied Science and Engineering Technology, 9(9), 172–180. https://doi.org/10.22214/ijraset.2021.37941

Zumrawi, M. M. E. (2014). Prediction of In-situ CBR of Subgrade Cohesive Soils from Dynamic Cone Penetrometer and Soil Properties. International Journal of Engineering and Technology, 6(5), 439–442. https://doi.org/10.7763/ijet.2014.v6.738

Firat, S., Khatib, J. M., Yilmaz, G., & Comert, A. (2017). Effect of curing time on selected properties of soil stabilized with fly ash, marble dust and waste sand for road sub-base materials. Waste Management & Research, 35(7), 747–756. https://doi.org/10.1177/0734242x17705726

Mir, B. A., & Sridharan, A. (2013). Physical and Compaction Behaviour of Clay Soil–Fly Ash Mixtures. Geotechnical and Geological Engineering, 31(4), 1059– 1072. https://doi.org/10.1007/s10706-013-9632-8

Sasui, Jinwuth, W., & Hengrasmee, S. (2018). The Effects of Raw Rice Husk and Rice Husk Ash on the Strength and Durability of Adobe Bricks. Civil Engineering

Journal, 4(4), 732. https://doi.org/10.28991/cej 0309128

Singh, R. R., & Singh, D. (2019). Effect of Rice Husk Ash on Compressive Strength of Concrete. International Journal of Structural and Civil Engineering Research, 223–226. https://doi.org/10.18178/ijscer.8.3.223-226

Tangri, A. (2021). Effect of lime and RHA on clayey soil A review. Materials Today: Proceedings, 37, 2239– 2241. https://doi.org/10.1016/j.matpr.2020.07.683

Samantasinghar, S., & Singh, S. P. (2021). Strength and Durability of Granular Soil Stabilized with FA-GGBS Geopolymer. Journal of Materials in Civil Engineering, 33(6). https://doi.org/10.1061/(asce)mt.1943-

0003736

Lam, A., Hamzaoui, R., & Kindinis, A. (2023). Structural and mechanical studies of a ground-granulated blast furnace slag (GGBS) based binder and its use in earth concrete. Materials Today: Proceedings.

https://doi.org/10.1016/j.matpr.2023.07.283

Lindh, P., & Lemenkova, P. (2022). Effects of GGBS and Fly Ash in Binders on Soil Stabilization for Road Construction. Romanian Journal of Transport Infrastructure, 11(2), 1–13. https://doi.org/10.2478/rjti 2022-0010

Ogbuagu, N.J., et al. (2018). Evaluation of rice husk ash and Portland cement reinforced clay for use as road subgrade using the CBR test. (2018). Journal of Bioresources and Bioproducts, 3(2), 65-70

https://doi.org/10.21967/jbb.v3i2.166

Zabielska-Adamska, K., & Sulewska, M. J. (2014). Dynamic CBR Test to Assess the Soil Compaction. Journal of Testing and Evaluation, 43(5), 20130256. https://doi.org/10.1520/jte20130256

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Published

2023-08-30

Issue

Vol. 10 No. 4 (2023): International Journal of Innovative Research in Engineering & Management (Aug) 2023

Section

Articles

How to Cite

An Experimental Study to Analyze the Black Cotton Soil Strength by Combining GGBS and Rice Husk Ash Powder Using CBR Test . (2023). International Journal of Innovative Research in Engineering & Management, 10(4), 125–134. https://doi.org/10.55524/ijirem.2023.10.4.16
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