An experimental study was conducted to evaluate the effect of compaction layer configuration, effort, and blow pattern on compressive strength and porosity characteristics of pervious concrete. Distinct types of compactions were applied to pervious concrete mixes with aggregate-to-cement (A/C) ratios ranging from 2.5 to 7.0. The results obtained from the experimental study revealed that three-layer compaction improved compressive resistance significantly compared with single-layer. In contrast, reduction in porosity was observed in three-layer compaction. Overall, by optimizing compaction effort and A/C ratio in three-layer compaction, compressive strength and porosity could be improved to be in the ranges 20.0 MPa to 30.0 MPa and 15% to 35%, respectively. In the three-layer compaction configuration, blow patterns have been identified to influence compressive strength and porosity. Findings of the study recommend deploying an A/C ratio between 3.5 and 4.5 with three-layer compaction to cast pervious concrete that would produce elements with compressive strength and porosity ranging from 10.0 MPa to 25.0 MPa and from 11% to 30%, respectively.
NeithalathN.SumanasooriyaM. S.DeoO.Characterizing Pore Volume, Sizes, and Connectivity in Pervious Concretes for Permeability Prediction. Materials Characterization, Vol. 61, No. 8, 2010, pp. 802–813.
2.
DebnathB.SarkarP. P.Pervious Concrete as an Alternative Pavement Strategy: A State-of-the-Art Review. International Journal of Pavement Engineering, Vol. 21, No. 12, 2020, pp. 1516–1531.
3.
TennisP. D.LemingM. L.AkersD. J.Pervious Concrete Pavements. PCA Serial No. 2828. Portland Cement Association, Skokie, IL, 2004.
4.
YangJ.JiangG.Experimental Study on Properties of Pervious Concrete Pavement Materials. Cement and Concrete Research, Vol. 33, No. 3, 2003, pp. 381–386.
5.
HaselbachL.BoyerM.KevernJ. T.SchaeferV. R.Cyclic Heat Island Impacts on Traditional versus Pervious Concrete Pavement Systems. Transportation Research Record: Journal of the Transportation Research Board, 2011. 2240: 107–115.
6.
HaselbachL. M.ValavalaS.MontesF.Permeability Predictions for Sand-Clogged Portland Cement Pervious Concrete Pavement Systems. Journal of Environmental Management, Vol. 81, No. 1, 2006, pp. 42–49.
7.
ChuL.FwaT. F.TanK. H.Evaluation of Wearing Course Mix Designs on Sound Absorption Improvement of Porous Asphalt Pavement. Construction and Building Materials, Vol. 141, 2017, pp. 402–409.
8.
ChandrappaA. K.BiligiriK. P.Pervious Concrete as a Sustainable Pavement Material—Research Findings and Future Prospects: A State-of-the-Art Review. Construction and Building Materials, Vol. 111, 2016, pp. 262–274.
9.
DeoO.NeithalathN.Compressive Behavior of Pervious Concretes and a Quantification of the Influence of Random Pore Structure Features. Materials Science and Engineering: A, Vol. 528, No. 1, pp. 402–412.
10.
SahdeoS. K.ChandrappaA.BiligiriK. P.Effect of Compaction Type and Compaction Efforts on Structural and Functional Properties of Pervious Concrete. Transportation in Developing Economies, Vol. 7, No. 2, 2021, p. 19.
11.
ĆosićK.KoratL.DucmanV.NetingerI.Influence of Aggregate Type and Size on Properties of Pervious Concrete. Construction and Building Materials, Vol. 78, 2015, pp. 69–76.
12.
BilodeauJ. P.PlamondonC. O.DoréG.Estimation of Resilient Modulus of Unbound Granular Materials Used as Pavement Base: Combined Effect of Grainsize Distribution and Aggregate Source Frictional Properties. Materials and Structures, Vol. 49, No. 10, 2016, pp. 1–11.
13.
FullerW. B.Proportioning Concrete (Chapter 11) In A Treatise on Concrete, Plain and Reinforced: Materials, Construction, and Design of Concrete and Reinforced Concrete (TaylorF. W.ThompsonS. E., eds.), John Wiley & Sons, New York, 1906, pp. 183–215.
14.
ZhongR.LengZ.PoonC. S.Research and Application of Pervious Concrete as a Sustainable Pavement Material: A State-of-the-Art and State-of-the-Practice Review. Construction and Building Materials, Vol. 183, 2018, pp. 544–553.
15.
DeoO.NeithalathN.Compressive Response of Pervious Concretes Proportioned for Desired Porosities. Construction and Building Materials, Vol. 25, No. 11, 2011, pp. 4181–4189.
16.
MohammedS.MohamedB.AmmarY.Pervious Concrete: Mix Design, Properties and Applications. RILEM Technical Letters, Vol. 1, 2016, pp. 109–115.
17.
MaguesvariM. U.NarasimhaV. L.Studies on Characterization of Pervious Concrete for Pavement Applications. Procedia - Social and Behavioral Sciences, Vol. 104, 2013, pp. 198–207.
18.
PutmanB. J.NeptuneA. I.Comparison of Test Specimen Preparation Techniques for Pervious Concrete Pavements. Construction and Building Materials, Vol. 25, No. 8, 2011, pp. 3480–3485.
19.
RaoY.DingY.SarmahA. K.LiuD.PanB.Vertical Distribution of Pore-Aggregate-Cement Paste in Statically Compacted Pervious Concrete. Construction and Building Materials, Vol. 237, 2020, p. 117605.
20.
BonicelliA.GiustozziF.CrispinoM.Experimental Study on the Effects of Fine Sand Addition on Differentially Compacted Pervious Concrete. Construction and Building Materials, Vol. 91, 2015, pp. 102–110.
21.
ZhugeY., ed. Comparing the Performance of Recycled and Quarry Aggregate and Their Effect on the Strength of Permeable Concrete. Proc., 20th Australasian Conference on the Mechanics of Structures and Materials, Toowoomba, Queensland, 2008.
22.
GhafooriN.DuttaS.Laboratory Investigation of Compacted No-Fines Concrete for Paving Materials. Journal of Materials in Civil Engineering, Vol. 7, No. 3, 1995, pp. 183–191.
23.
SinghA.SampathP. V.BiligiriK. P.A Review of Sustainable Pervious Concrete Systems: Emphasis on Clogging, Material Characterization, and Environmental Aspects. Construction and Building Materials, Vol. 261, 2020, p. 120491.
24.
BS 812. Testing Aggregates—Part 2, Methods for Determination of Density. British Standards Institution, United Kingdom1995.
25.
BS 812-105.1. Testing Aggregates—Part 105, Methods for Determination of Particle Shape. British Standards Institution, United Kingdom1989.
26.
BS 812: 112. Testing Aggregates—Part 112, Methods for Determination of Aggregate Impact Value. British Standards Institution, United Kingdom1990.
27.
BS 812: 111. Testing Aggregates—Part 111, Methods for Determination of Ten Percent Fines Value. British Standards Institution, United Kingdom1990.
28.
Standard Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine. ASTM C131/C131M. ASTM International, West Conshohocken, PA, 2014.
29.
A Guide to the Structural Design of Bitumen Surfaced Roads in Tropical and Sub-tropical Countries. ORN3. Transport Research Laboratory, United Kingdom, 1993.
30.
Standard Specifications for Construction and Maintenance of Roads and Bridges. Institute for Construction Training and Development (ICTAD), Sri Lanka, 2009.
31.
JainA. K.ChouhanJ. S.Effect of Shape of Aggregate on Compressive Strength and Permeability Properties of Pervious Concrete. International Journal of Advanced Engineering Research and Studies, Vol. 1, 2011, pp. 120–126.
32.
Specification for Portland Cement. BS 12. British Standards Institution, United Kingdom, 1996.
33.
LiJ.ZhangY.LiuG.PengX.Preparation and Performance Evaluation of an Innovative Pervious Concrete Pavement. Construction and Building Materials, Vol. 138, 2017, pp. 479–485.
34.
PieralisiR.CavalaroS. H. P.AguadoA.Discrete Element Modelling of the Fresh State Behavior of Pervious Concrete. Cement and Concrete Research, Vol. 90, 2016, pp. 6–18.
35.
TennisP. D.LemingM. L.AkersD. J.Pervious Concrete Pavements. EB302.02. Portland Cement Association, Skokie, IL, and National Ready Mixed Concrete Association, Silver Spring, MD, 2004.
36.
ChindaprasirtP.HatanakaS.ChareeratT.MishimaN.YuasaY.Cement Paste Characteristics and Porous Concrete Properties. Construction and Building Materials, Vol. 22, No. 5, 2008, pp. 894–901.
37.
Methods of Test for Soils for Civil Engineering Purposes—Part 4, Compaction-Related Tests. BS 1377-4. British Standards Institution, United Kingdom, 1990.
38.
Testing Concrete—Part 102: Method for Determination of Slump. BS 1881-102. British Standards Institution, United Kingdom, 1983.
39.
MontesF.VavalaS.HaselbachL. M.A New Test Method for Porosity Measurements of Portland Cement Pervious Concrete. Journal of ASTM International, Vol. 2, No. 1, 2005, pp. 1–13.
40.
McCainG. N.DewoolkarM. M.Porous Concrete Pavements: Mechanical and Hydraulic Properties. Transportation Research Record: Journal of the Transportation Research Board, 2010. 2164: 66–75.
41.
CostaF. B. P.LorenzilA.HaselbachC. P.FilhoL. C. P. S.Best Practices for Pervious Concrete Mix Design and Laboratory Tests. Revista IBRACON de Estruturas e Materiais, Vol. 11, 2018, pp. 1151–1159.
