Investigating Physical and Durability Properties of Pervious Concrete with Fly Ash-Based GP, PPC, and FaL-G Binders

Volume: 11 | Issue: 02 | Year 2025 | Subscription
International Journal of Concrete Technology
Received Date: 04/23/2025
Acceptance Date: 05/19/2025
Published On: 2025-05-20
First Page: 15
Last Page: 21

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By: Ashutosh Dehariya and Harsh Rathore.

Research Scholar, Department of Civil Engineering, Sanjeev Agarwal Global Educational University, Bhopal. M.P. India
Associate Professor ,Department of Civil Engineering, Sanjeev Agarwal Global Educational University, Bhopal. M.P. India

Abstract

Abstract
Pervious concrete is gaining prominence as a sustainable pavement material due to its enhanced
permeability, reduced runoff, and environmental benefits. This study evaluates the physical and
durability properties of pervious concrete incorporating different binders, including Ordinary
Portland Cement (OPC), Fly Ash-based Geopolymer (GP), Portland Pozzolana Cement (PPC),
and Fly Ash-Lime-Gypsum (FaL-G). The key parameters assessed include permeability,
porosity, dry density, salt resistance, sulfate resistance, acid resistance, water absorption, and
thermal expansion. Permeability results indicate that FaL-G mixes exhibit the highest
permeability (2.70 cm/sec for Fg12.5), whereas GP mixes demonstrate lower permeability,
signifying a denser microstructure. Porosity analysis reveals that GP mixes have the lowest
porosity (GP6.3 at 11.67%), whereas FaL-G mixes show the highest porosity (Fg12.5 at
20.97%). Dry density results confirm that GP mixes achieve the highest density (GP6.3 at 2468
kg/m³), while FaL-G mixes exhibit the lowest density (Fg12.5 at 1927 kg/m³), highlighting the
influence of binder type on material compactness. Durability tests indicate that GP mixes
perform best under aggressive environmental conditions, demonstrating superior salt, sulfate,
and acid resistance, with the highest weight retention of 94.00% (salt resistance) and 93.71%
(acid resistance). Water absorption tests show that GP mixes absorb less water, enhancing
strength and longevity, whereas FaL-G mixes have higher absorption, increasing susceptibility to
deterioration. Thermal expansion results indicate that FaL-G mixes undergo the highest expansion (Fg12.5 at 0.43 mm), whereas GP mixes exhibit the lowest expansion, ensuring better dimensional stability. Overall, the study confirms that geopolymer-based pervious concrete offers superior durability and reduced environmental impact, making it an ideal sustainable alternative for pavement applications.

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Citation:

How to cite this article: Ashutosh Dehariya and Harsh Rathore Investigating Physical and Durability Properties of Pervious Concrete with Fly Ash-Based GP, PPC, and FaL-G Binders. International Journal of Concrete Technology. 2025; 11(02): 15-21p.

How to cite this URL: Ashutosh Dehariya and Harsh Rathore, Investigating Physical and Durability Properties of Pervious Concrete with Fly Ash-Based GP, PPC, and FaL-G Binders. International Journal of Concrete Technology. 2025; 11(02): 15-21p. Available from:https://journalspub.com/publication/ijct/article=22222

Refrences:

1. Aamer Rafique Bhutta, M, Tsuruta, K & Mirza, J 2012, „Evaluation of high performance porous concrete
properties‟, Construction and Building Materials, vol. 31, pp. 67-73.
2. Abd, El, Aleem, S, Mohamed Heikal & Morsi, WM 2014, „Hydration characteristic, thermal expansion and
microstructure of cement containing Nano-silica‟, Construction and Building Materials, vol. 59, pp. 151-160
3. Abhijeet, S, Gandage, Vinayaka ram, V, Manish Panwar, Meet Shah & Rishabh Singhvi 2016, „Study on
reduction of pavement noise using porous concrete‟, The Indian Concrete Journal, vol. 90, no. 3, pp. 12-21.
4. Abid Alam, Md & Shagufta Naz 2015, „Experimental study on properties of no-fine concrete‟, International
Journal of Informative & Futuristic Research, vol. 2, no. 10, pp. 3687-3694.

5. ACI 522 R-10 (Reapproved 2011), „Report on pervious concrete‟, Reported by ACI committee 522, American
concrete institute, Farming ton hills, MI USA.
6. ACI 522.1-08, „Specification for pervious concrete pavement‟, Reported by ACI committee 522, American
concrete institute, Farming ton hills, MI USA.
7. ACI 544.2 R-89 (Reapproved 1999), „Measurement of Properties of Fiber Reinforced Concrete‟ Reported by
ACI committee 522, American concrete institute, Farming ton hills, MI USA.
8. Ajay Sharma & Juned Ahmad 2017, Factors affecting compressive strength of geopolymer concrete – A Review‟,
International Research Journal of Engineering and Technology, vol. 4, no. 4, pp. 2026-2031.
9. Alalea Kia, Hong, S, Wong, Christopher, R, Cheeseman 2017, Clogging potential of permeable concrete‟,
Proceedings of 37th Cement and Concrete Science Conference, University College London, pp. 1-4.
10. Albitar, M, Mohamed Ali, MS, Visinth, P & Drechsler, M 2017, Durability evaluation of geoploymer and
conventional concretes‟, Construction and Building Materials, vol. 136, pp. 374 385.
11. Alehyen, S, EL Achouri, M & Taibi, M 2017, Characterization, microstructure and properties of fly ash-based
geopolymer‟, Journal of Materials and Environmental Sciences, vol. 8, no. 5, pp. 1783-1796.
12. Aleksandra Ralinska, Andrea Welker, Kathryn Greising, Blake Campbell & David Littlewood 2012, Long-term
field performance of pervious concrete pavement, Advances in Civil Engineering, vol. 2012, pp. 1-9.
13. Alessandra Bonicelli, Filippo Giustozzi & Maurizio Crispino 2015, Experimental study on the effects of fine
sand addition on differentially compacted pervious concrete‟, Construction and Building Materials, vol. 91, pp. 102-
110.
14. Alhaz Uddin, Md, Mohammed Jameel, Habibur Rahman Sobuz, Shahinul Islam, Md & Noor Md Sadiqul Hasan
2012, „Experimental study on strength gaining characteristics of concrete using portland composite cement‟, KSCE
Journal of Civil Engineering, vol. 17, no.4, pp. 789-796.
15. Anju Chandran, Selvaraj, R & Revathi, V 2014, „An Overview on Performance of Pervious Concrete‟,
Proceedings of the Second National Conference on Trendy and Sustainable Development in Civil Engineering,
K.S.R. College of Engineering, Tiruchengode, India, pp. 282 288.
16. Anush, K, Chandrappa & Krishna Prapoorna Biligiri 2016, „Pervious concrete as a sustainable pavement
material – Research findings and future prospects: A state-of-the-art review‟, Construction and Building Materials,
vol. 111, pp. 262-274.
17. Aoki, Y, Sri Ravindrarajah, R & Khabbaz, H 2012, „Properties of pervious concrete containing fly ash‟, Road
Materials and Pavement Design, vol. 13, no. 1, pp. 1-11.
18. Dang Hanh Nguyen, Nassim Sebaibi, Mohamed Boutouil, Lydia Leleyter & Fabienne Baraud 2013, „The Use of
Seashell by-Products in Pervious Concrete Pavers‟, International Journal of Civil, Environmental, Structural,
Construction and Architectural Engineering, vol. 7, no. 11, pp. 850-857.

19. Ismail Demir & Serhat Baspinar, M 2008, „Effect of silica fume and expanded perlite addition on the technical
properties of the fly ash- lime-gypsum mixture‟, Construction and Building Materials, vol. 22, no. 6, pp. 1299-1304.
20. Jain, AK, Chouhan, JS & Goliya, SS 2011, „Effect of shape and size of aggregate on permeability of pervious
concrete‟, Journal of Engineering Research and Studies, vol. 2, no. 4, pp.48-51.
21. Jayasudha, RK, Radhakrishana & Niranjan, PS 2013, „Properties of FaL-G masonry blocks‟, International
Journal of Research in Engineering and Technology, pp. 384-389.
22. Jing Yang & Guoliang Jiang 2003, „Experimental study on properties of pervious concrete pavement materials‟,
Cement and Concrete Research, vol. 33, no. 3, pp. 381-386.
23. Jiusu Li, Yi Zhang, Guanlan Liu & Xinghai Peng 2017, „Preparation and performance evaluation of an
innovative pervious concrete pavement‟, Construction and Building Materials, vol. 138, pp. 479-485.
24. John, T, Kevern, Vernon, R, Schaefer & Kejin Wang 2011, „Mixture proportion development and performance
evaluation of pervious concrete for overlay applications‟, ACI Materials Journal, vol. 108, no. 4, pp. 439-448
25. Mohammed Sonebi, Mohammed Bassuoni & Ammar Yahia 2016, Pervious concrete: Mix design, properties and
applications, RILEM technical letters, vol. 1, pp. 109-115.
26. Ramesh Kanagavel & Arunachalam Kalidass 2017, „Mechanical Properties of hybrid fibre reinforced quaternary
concrete‟, Gradevinar, vol. 69, no. 1, pp. 1-10.
27. Saeid Hesami, Saied Ahmadi, Vahid Sadeghi & Mohsen Ebrahimzadeh Hassanabadi 2014, „Evaluation of
polyphenylene sulfide and steel fibers on mechanical properties of pervious concrete pavement‟, Chinese Society of
Pavement Engineering, vol. 7, no. 3, pp. 218-222.
28. Salmabanu Luhar & Urvashi Khandelwal 2015, „A study on water absorption and soprtivity of geopolymer
concrete‟, Internal Journal of Civil Engineering, vol. 2, no. 8, pp. 1-10.
29. Xiang Shu, Baoshan Huang, Hao Wu, Qiao Dong & Edwin G Burdette 2011, Performance comparison of
laboratory and field produced pervious concrete mixtures‟, Construction and building materials, vol. 25, no. 8, pp.
3187-3192.
30. Xinzhuang Cui, Jiong Zhang, Dan Huang, Weize Tang, Lei Wang & Fei Hou 2016, Experimental simulation of
rapid clogging process of pervious concrete pavement caused by storm water runoff‟, International Journal of
Pavement Engineering, pp.1-9.
31. Yinghong Qin, Haifeng Yang, Zhiheng Deng & Jiang He 2014, „Water permeability of pervious concrete is
dependent on the applied pressure and testing methods‟, Advances in Materials Science and Engineering, vol. 2015,
pp. 1-6.