3 . Standard cube specimens (150 mm x 150 mm x 150 mm) are used for determining compressive strength. The total number of cubes casted for all combinations are 48. The compressive strength values obtained for various combinations are in the range of 3.7 MPa to 11.11 MPa. A1 combination of aggregate is showing higher rates of strength when compared to other combinations and at 30% of fly-ash replacement have higher strength of the magnitude 11.11 MPa.

">

A Study on Effect of Grading of Coarse Aggregate on Compressive Strength of Pozzolana Pervious Concrete

V. Vinay*, S. Chandramouli**, S. Adiseshu***, G. Pratyusha****
*,**,**** Department of Civil Engineering, Maharaj Vijayaram Gajapathi Raj College of Engineering (Autonomous), Vizianagram, Andhra Pradesh, India.
*** Department of Civil Engineering, Andhra University College of Engineering (Autonomous), Visakhapatnam, Andhra Pradesh, India.
Periodicity:June - August'2019
DOI : https://doi.org/10.26634/jste.8.2.16205

Abstract

In the present study, an attempt has been made to investigate compressive strength of Pervious Concrete (PC) made with different combinations of aggregate sizes (20 mm, 12.5 mm and 10 mm) and fly-ash (class-F). Four combinations of aggregate namely A1 (50% of 20 mm, 20% of 12.5 mm and 30% of 10 mm); A2 (60% of 20 mm, 20% of 12.5 mm and 20% of 10 mm); A3 (40% of 20mm, 30% of 12.5 mm and 30% of 10 mm) and A4 (20% of 20 mm, 40% of 12.5 mm and 40% of 10 mm) are considered where as fly-ash for replacement of cement by weight is considered as FC1 (10% of flyash); FC2 (20% of fly ash); FC3 (25% fly ash); FC4 (30% fly ash). The basic physical properties of the various ingredients of PC are determined in the laboratory and they are within the limits as per Indian Standard code of practice. The water binder ratio is considered as 0.35. The maximum cement content is considered as 450 kg/m3 . Standard cube specimens (150 mm x 150 mm x 150 mm) are used for determining compressive strength. The total number of cubes casted for all combinations are 48. The compressive strength values obtained for various combinations are in the range of 3.7 MPa to 11.11 MPa. A1 combination of aggregate is showing higher rates of strength when compared to other combinations and at 30% of fly-ash replacement have higher strength of the magnitude 11.11 MPa.

Keywords

Pervious Concrete, Supplementary Cement Materials, Fly-ash, Permeability, Compressive Strength.

How to Cite this Article?

Vinay. V., Chandramouli, S., Adiseshu, S., & Pratyusha, G. (2019). A Study on Effect of Grading of Coarse Aggregate on Compressive Strengthof Pozzolona Pervious Concrete, i-manager's Journal on Structural Engineering, 8(2), 30-36. https://doi.org/10.26634/jste.8.2.16205

References

[1]. Aoki, Y., Ravindrarajah, R. S., & Khabbaz, H. (2012). Properties of pervious concrete containing fly ash. Road Materials and Pavement Design, 13(1), 1-11. https://doi.org/10.1080/14680629.2011.651834
[2]. Chandrappa, A. K., & Biligiri, K. P. (2016). Pervious concrete as a sustainable pavement material–Research findings and future prospects: A state-of-the-art review. Construction and Building Materials, 111, 262-274. https://doi.org/10.1016/j.conbuildmat.2016.02.054
[3]. Chen, Y., Wang, K., Wang, X., & Zhou, W. (2013). Strength, fracture and fatigue of pervious concrete. Construction and Building Materials, 42, 97-104. https://doi.org/10.1016/j.conbuildmat.2013.01.006
[4]. Ćosić, K., Korat, L., Ducman, V., & Netinger, I. (2015). Influence of aggregate type and size on properties of pervious concrete. Construction and Building Materials, 78, 69-76. https://doi.org/10.1016/j.conbuildmat.2014. 12.073
[5]. Eathakoti, S., Gundu, N., & Ponnada, M. R. (2015). An innovative no-fines concrete pavement model. IOSR Journal of Mechanical and Civil Engineering (IOSRJMCE), 12(5), 34-44.
[6]. Li, J., Zhang, Y., Liu, G., & Peng, X. (2017). Preparation and performance evaluation of an innovative pervious concrete pavement. Construction and Building Materials, 138, 479-485. https://doi.org/10.1016/ j.conbuildmat.2017.01.137
[7]. Maguesvari, M. U., & Narasimha, V. L. (2013). Studies on characterization of pervious concrete for pavement applications. Procedia-Social and Behavioral Sciences, 104, 198-207. https://doi.org/10.1016/ j.sbspro.2013.11. 112
[8]. Maheshand, B., & Lavanya, B. (2016). Experimental study of pervious concrete in pavements. International Journal of Innovative Research in Science Engineering and Technology (IJIRSET), 5(7), 12913- 12924. https://doi.org/10.15680/IJIRSET.2016.0507152
[9]. Malik, A. (2016). An experimental study on properties of no-fines concrete. Imperial Journal of Interdisciplinary Research (IJIR), 2(10), 2075-2079.
[10]. Qin, Y., Yang, H., Deng, Z., & He, J., (2015). Water permeability of pervious concrete is dependent on the applied pressure and testing methods. Advances in Materials Science and Engineering, 2015(1), 1-6. https://doi.org/10.1155/2015/404136
[11]. Shakrani, S. A., Ayob, A., & Rahim, M. A. A. (2017, September). Applications of waste material in the pervious concrete pavement: A review. In AIP Conference Proceedings, 1885(1), (p. 020048). https://doi.org/10.1063/1.5002242
[12]. Shri, S. D., Mohanraj, N., & Krishnaraj, C. (2016). An Experimental Study on the Durability Characteristics of Pervious Concrete. ARPN Journal of Engineering and Applied Sciences, 11(9). 6006-6009.
[13]. Sonebi, M., Bassuoni, M., & Yahia, A. (2016). Pervious concrete: mix design, properties and applications. RILEM Technical Letters, 1(1), 109-115. https://doi.org/ 10.21809/rilemtechlett.2016.24
[14]. The Master Builder. (n. d). Pervious Concrete- High Permeability and Drainage Capacity. Retrieved from https://www.masterbuilder.co.in/pervious-concrete-highpermeability- drainagecapacity
[15]. Usha, K. N., & Smitha, B. K. (2016). Suitability of fly ash in replacement of cement in pervious concrete. International Journal of Engineering Research & Technology (IJERT), 5(8), 115-118. https://doi.org/10.17577/IJERTV5IS080117
[16]. Yang, J., & Jiang, G. (2003). Experimental study on properties of pervious concrete pavement materials. Cement and Concrete Research, 33(3), 381-386. https://doi.org/10.1016/S0008-8846(02)00966-3
[17]. Zhong, R., & Wille, K. (2016). Compression response of normal and high strength pervious concrete. Construction and Building Materials, 109, 177-187. https://doi.org/10.1016/j.conbuildmat.2016.01.051
If you have access to this article please login to view the article or kindly login to purchase the article

Purchase Instant Access

Single Article

North Americas,UK,
Middle East,Europe
India Rest of world
USD EUR INR USD-ROW
Pdf 35 35 200 20
Online 35 35 200 15
Pdf & Online 35 35 400 25

Options for accessing this content:
  • If you would like institutional access to this content, please recommend the title to your librarian.
    Library Recommendation Form
  • If you already have i-manager's user account: Login above and proceed to purchase the article.
  • New Users: Please register, then proceed to purchase the article.