Study of the Strength Characteristics of Soil Processed with Fly Ash and Recron 3s

Authors

  • Umair Imtiyaz Scholar, Department of Civil Engineering, RIMT University Punjab, Author
  • Ashish Kumar Assistant Professor Department of Civil Engineering, RIMT University Punjab Author

Keywords:

Soil, Recron-3S, Fly Ash, Stabilization, Fiber

Abstract

The main focus of this research was to  enhance the strength of soil & to get an optimum amount of  soil- fly-ash –Recon 3s mix. The target of study was to  extend the strength of clayey soil using ash &Recron3s. As  we all know ash act as a cement material & Recon 3s act as  a reinforcing material. As clay shows high shrinkage, swell  characteristics & low bearing capacity. There is a necessity  to enhance the strength characteristics. Therefore the main  focus of this research was to extend the strength  characteristics of soil. The tests performed in laboratory was  Pyconometer test for relative density casagrande’s test for  liquid limit, plastic limit test, Standard proctor test for  determination of OMC & MDD, unconfined compression  test & Direct shear test. Proportional of the recon 3s used was  0.2, 0.4, 0.6, 0.8 & 1.0 try to proportional of ash was 10,  15,20,30,40 & 50%. The ash was optimized at 15% & UCS  value for virgin soil was 215.6KN/m2& by adding ash in  numerous proportions i.e., 10, 15, 20,30,40,50. The UCS  values were 409.10, 460.1, 378.7, 345.2, 242.01 & 234.06 in  KN/m2 that the maximum was at 15% fly ash. After adding  Recron3s in several proportions i.e., 0.2, 0.4, 0.6, 0.8 & 1.0  %. The UCS values were 512.46, 566.49, 625.23, 672.1 &  654.35 in KN/m2 for 1 week curing. Therefore, the  maximum was at 0.8% & for two weeks curing UCS values  was 587.085, 625.23, 676.81, 710.2 & 672 in KN/m2 &  again was maximum for 0.8%. The results of direct shear test  for virgin soil was - cohesion intercept 24.6 KN/m2 & angle  of shearing resistance 19.20 & was increased by adding ash  & Recron3s at 15% ash & 0.8% Recron3s it had been 62.2  KN/m2 & 29.10.From this study it absolutely was concluded  ash works as a cementing material & Recron3s as a  reinforcing material & provides strength to the soil in  addition as fly ash .the most effective proportion obtained  was; 84.2% soil – 15% ash – 0.8% recon 3s. Also, the tactic  utilized in this research was randomly distributed  fiber reinforcement soil also turned as RDFS. Also, from  Proctor test it had been found that OMC increases & MDD  decreases with increase in fly ash & recon 3s. 

Downloads

Download data is not yet available.

References

Alok Sharma (2011) “strength characteristics of fibre reinforced compacted pond ash” Thesis submitted at NIT Rourkela, may 2011

B. Pandey, K. Bajaj and AP Singh (20130 “ soil stabilization using pozzolanic material and jute fibre” proceedings of Indian geotechnical conference, December 22-24, 2013 roorkee.

B. V. S. Viswanadham (2009) IIT Bombay, “model studies on geofiber- reinforced soil” IGC 2009 Guntur, India.

Kumar, A.., Walia, B.S. and A. bajaj (2008) “ influence of fly ash, lime and polyester fibres on compaction and strength properties of expansive soil” journal of materials in civil engineering, vol.19(3), 2008: pp. 242- 44. 5. Krishan khunt (2013)” use of additive material in sub grade for road construction” IJJETT-vol. 4.

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.

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.

Bhatta, D.P., Singla, S. and Garg, R., 2022. Experimental investigation on the effect of Nano-silica on the silica fume-based cement composites. Materials Today: Proceedings.

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.

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.

Singh, J., Singh, B. and Singla, S., Enhancement of Expensive Soil by Addition of Stone Dust and LDPE Fibre.

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).

Singh, P., Singla, S. and Bansal, A., 2021. Evaluation of Land Use and Land Cover Transformation and Urban Dynamics Using Multi-Temporal Satellite Data. Geodetski list, 75(3), pp.257-279.

Downloads

Published

2022-04-30

How to Cite

Study of the Strength Characteristics of Soil Processed with Fly Ash and Recron 3s . (2022). International Journal of Innovative Research in Engineering & Management, 9(2), 367–371. Retrieved from https://acspublisher.com/journals/index.php/ijirem/article/view/11071