Recent Advancement in Proportioning of No-fine Concrete - Review

  • Rekha Singh IKG Punjab Technical University, Jalandhar, Punjab, India
  • Sanjay Goel DAV Institute of Engineering and Technology, Jalandhar, Punjab, India
Keywords: Durability, Supplementary cementitious material, Mechanical strength, Microstructure, Porosity, Permeability

Abstract

The paper highlight characteristics of no fine concrete (NFC) by evaluating and interpreting the research work undertaken by research scholars around world in past. It explains the approach for better performances. It helps to understand and identify the difference between knowledge and actual performance on ground which stops it from wide and acceptable application throughout the globe. A comprehensive investigation of proportioning of no fine Concrete has been discussed. Identification of relationship between mechanical properties with its design and pore structure of NFC will help us in studying ways of its better utilization. The specific reference has been made for India to understand level of research & development in laboratories and status of different applications at different levels.

Downloads

Download data is not yet available.

References

[1] ACI 522R-10. (Reapproved 2011), Report on pervious concrete, American Concrete Institute, Farmington Hills, MI, USA, 2010.
[2] J. T. Kevern, “Evaluating permeability and infiltration requirements for pervious concrete”, Journal of Testing Evaluation, vol. 43, No. 3, pp. 1–10, 2014.
[3] M. Sonebi, M. Bassuoni, and A. Yahia, “Pervious concrete: Mix design, properties and applications”, RILEM Technical Letters, pp. 109 –115, 2015.
[4] A. Bonicelli, F. Giustozzi and M. Crispino, “Experimental study on the effects of fine sand addition on differentially compacted pervious concrete”, Construction and Building Material. vol. 91, pp. 102–110, 2015.
[5] D. J. Swan and D.R. Smith, “Development of design system for permeable interlocking concrete pavement”, Green Streets and Highways 2010.
[6] X. Bao, W.Liao, Z.Dong, S.Wang and W.Tang, “Development of Vegetation- pervious concrete in Grid Beam System for Soil Slope Protection”. Materials, vol. 10, 96, 2017.
[7] National Ready Mixed Concrete Association (NRMCA). CIP-38 – pervious concrete. Concrete in Practice. Silver Spring, MD, 2004.
[8] B. E. Eisenberg, ASCE – EWRI “Permeable pavement technical Committee introduction of committee goals” and chapter 1 of Guidelines “Design Considerations Common to all Permeable Pavements”, Low Impact Development 2010.
[9] A. Zouaghi, “Technological problems of multi-performance pervious concrete”. In: Proceedings of the 1st fib congress, pp. 233–42, 2004.
[10] M. Chopra, M. Wanielista, J. Spence, C.Ballock, University of Central Florida & Florida DOT,” Construction and Maintenance Assessment of pervious concrete Pavements”, 2007.
[11] M. T. Suleiman, K. Gopalakrishnan, J. T. Kevern,” Structural response of pervious concrete pavement systems using falling weight deflectometer testing and analysis”, Journal of Transport Engineering, vol. 137, no. 12, pp. 907–917, 2017.
[12] I. K. Abite, M. Chopra, I. Uju, “Evaluation of mechanical properties and structural integrity for pervious concrete pavement systems”, technical note, Journal of Material in Civil Engineering, vol. 26, pp. 1–6, 2014.
[13] M. Scholz, P. Grabowiecki, “Review of permeable pavement systems”, Building and Environment, vol. 42, pp. 3830–3836, 2007.
[14] R. Gupta, “Monitoring in situ performance of pervious concrete in British Columbia—a pilot study”, Case Studies in Construction Materials, vol. 1, pp. 1–9, 2014.
[15] L. M. Haselbach and R.M. Freeman,” Vertical porosity distributions in pervious concrete Pavement”, ACI Materials Journal, vol. 103, no. 6, November- December 2006.
[16] W. B. Denison, “Performance of pervious portland cement concrete by field and laboratory testing, including void structure, Unit Weight, Compressive and Flexural Strength”. pervious concrete, Tampa. FL, pp.17–26, ASTM International, West Conshohocken, PA 2012.
[17] ASTM D448,” Standard classification for sizes of aggregates for roads and bridge construction”, ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
[18]. A. K. Jain, J. S. Chouhan, S. S. Goliya, “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, 2011.
[19] A. I. Neptune and B. J. Putman, Effect of aggregate size and gradation on pervious concrete mixtures, ACI Material Journal, vol. 107, no. 6, 2010.
[20] ASTM C29/C29M. Standard Test Method for Bulk Density (“Unit Weight”) and Voids in Aggregate. ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
[21] K. Cosic, L. Korat, V. Ducman, I. Netinger,” Influence of aggregate type and size on properties of pervious concrete”, Construction and Building Materials, vol. 78, pp. 69–76, 2015.
[22] C. Gaedicke, A. Marines, F. Miankodila, “Assessing the abrasion resistance of cores in virgin and recycled aggregate pervious concrete”, Construction and Building Materials, vol. 68, pp. 701–708, 2014.
[23] H. K. Kim, H. K. Lee,” Influence of cement flow and aggregate type on the mechanical and acoustic characteristics of porous concrete”, Applied Acoustics, vol. 71, pp. 607–615, 2010.
[24] Li J, “Mix design of pervious recycled concrete”. In: Presented at the Geo Hunan international conference, Changsha, China, June, 2009.
[25] R. Rizvi, S. Tighe, V.Henderson, J. Norris, “Evaluating the use of recycled concrete aggregate in pervious concrete pavement. Transportation Research Record”: Journal of Transport Research Board, no. 2164, pp. 132–40, 2010.
[26] D. H. Nguyen, Moh. Boutouil, N. Sebaibi, F. Baraud, L. Leleyter, “Durability of pervious concrete using crushed seashells’’, Construction and Building Materials, vol. 135, pp. 137–150, 2017.
[27] W. T. Kuo, C. C. Liu, D. S. Su, “Use of washed municipal solid waste incinerator bottom ash in pervious concrete”, Cement Concrete Composites, vol. 37, pp. 328–335, 2013.
[28] M. A. R. Bhutta, N. Hasanah, N. Farhayu, M. W. Hussin, M. Bin, M. Tahir, J. Mirza, “Properties of porous concrete from waste crushed concrete (recycled aggregate)”. Construction and Building Materials , vol. 47, pp. 1243-1248, 2013.
[29] M. Behera, S.K. Bhattacharyya, A.K. Minocha, R. Deoliya, S. Maiti, “Recycled aggregate from C&D waste & its use in concrete – A breakthrough towards sustainability in construction sector: A review”. Construction and Building Materials, vol. 68, pp. 501–516, 2014.
[30] Y. Zaetang, A. Wongsa, V. Sata, P. Chindaprasirt, “Use of lightweight aggregates in pervious concrete”, Construction and Building Materials, vol. 48, pp. 585–591, 2013.
[31] P. Chindaprasirt, P. Nuaklong, Y. Zaetang, P. Sujumnongtokul, V. Sata, “Mechanical and Thermal Properties of Recycling Lightweight Pervious concrete”, Arab Journal of Science and Engineering, 2014.
[32] J. Yang, G. Jiang, “Experimental study on properties of pervious concrete pavement materials”. Cement and Concrete Research, vol. 33, pp. 381–386, 2003.
[33] Z. Yang, “Freezing-and-thawing durability of pervious concrete under simulated field conditions”, ACI Materials Journal, 2011.
[34] S. Hesami, S. Ahmadi and M. Nematzadeh, “Effects of rice husk ash and fiber on mechanical properties of Pervious concrete pavement”, Construction and Building Material, vol. 53, pp. 680–691, 2014.
[35] R. Zhong, K. Wille, “Compression response of normal and high strength Pervious concrete”, Construction and Building Material, vol. 109, pp. 177–187, 2016.
[36] B. E. Jimma, P. R. Rangaraju, “Film-forming ability of flowable cement pastes and its application in mixture proportioning of Pervious concrete”. Construction and Building Materials, vol. 71, pp. 273–282, 2014.
[37] N.A. Brake, H. Allahdadi, F. Adam, “Flexural strength and fracture size effects of Pervious concrete”, Construction and Building Materials, vol. 113, pp. 536–543,2016.
[38] X. Shu, B. Huang, H. Wu, Q. Dong, E.G. Burdette, “Performance comparison of laboratory and field produced Pervious concrete mixtures”, Construction and Building Materials, vol. 25, pp. 3187–3192, 2011.
[39] M. Vancura, K. Macdonald, L. Khazanovich, “Microscopic analysis of paste and aggregate distresses in Pervious concrete in a wet, hard freeze climate”, Cement & Concrete Composites, vol. 33, pp. 1080–108, 2011.
[40] R. C. Meininger, “No-fines Pervious concrete for paving”. Concrete International, vol. 10, no. 8, pp. 20–27, 1988.
[41] D. H. Nguyen, M. Boutouil, N. Sebaibi, L. Leleyter and F. Baraud, “Valorization of seashell by products in Pervious concrete pavers”, Construction and Building Materials, vol. 46, pp. 151‐160, 2013.
[42] B. Huang, H. Wu, X. Shu, E.G. Burdette, “Laboratory evaluation of permeability and strength of polymer-modified Pervious concrete”, Construction and Building Materials, vol. 24, pp. 818–823, 2010.
[43] C. Lian, Y. Zhuge, S. Beecham, “The relationship between porosity and strength for Pervious concrete”, Construction and Building Materials, vol. 25, pp. 4294–4298, 2011.
[44] M. Uma Maguesvari, V.L. Narasimha, Studies on “Characterization of Pervious concrete for Pavement Applications”. Procedia - Social and Behavioral Sciences, vol. 104, pp. 198 – 207, 2013.
[45] R. Zhong, K. Wille, “Material design and characterization of high-performance Pervious concrete”, Construction and Building Materials, vol. 98, pp. 51–60, 2013.
[46] D. H. Nguyen, N. Sebaibi, M. Boutouil, L. Leleyter, F. Baraud, “A modified method for the design of Pervious concrete mix”, Construction and Building Materials, vol. 73, pp. 271–282, 2014.
[47] Li J, “Mix design of pervious recycled concrete”. In: Presented at the Geo Hunan international conference, Changsha, China, June, 2009.
[48] M. Zheng, S. Chen and B. Wang, “Mix design method for permeable base of porous concrete”. International Journal of Pavement Research Technology, vol. 5, no. 2, pp. 102-107, 2012.
[49] V. Schaefer, K. Wang, M. Suleiman, and J. Kevern, “Mix design development for Pervious concrete in cold weather climates”, Center for Transportation Research and Education 2006, Iowa State University 2901 South Loop Drive, Suite 3100.
[50] E. Khankhaje, M. R. Salim, J. Mirza, M.W. Hussin, M. Rafieizonooz, “Properties of sustainable lightweight Pervious concrete containing oil palm kernel shell as coarse aggregate”, Construction and Building Materials, vol. 126, pp. 1054‐1065, 2016.
[51] A. K. Chandrappa, K. P. Biligiri, “Comprehensive investigation of permeability characteristics of pervious concrete- A hydrodynamic approach”, Construction and Building Materials, vol. 123, pp. 627–637, 2016.
[52] A. Yahia, K. D. Kabagire, “New approach to proportion Pervious concrete”, Construction and Building Materials, vol. 62, pp. 38–46, 2014.
[53] E. Lim, K. H. Twan, T. F. Fwa, “Effect of mix proportion on strength and permeability of pervious concrete for use in pavement”, Proceedings of the Eastern Asia Society for Transportation Studies, vol. 9, 2013.
[54] M. T. Bassuoni, M. Sonebi, “Pervious concrete: a sustainable drainage solution”, Concrete, The Concrete Society, vol. 44, pp. 14‐16, 2010.
[55] N. Neithalath, M.S. Sumanasooriya, O. Deo, “Characterizing pore volume, sizes, and connectivity in pervious concretes for permeability prediction”, Material Characterization, vol. 61, pp. 802–813, 2010.
[56] J. T. Kevern, K. Wang and V. R. Schaefer, “Effect of Coarse Aggregate on the Freeze-Thaw Durability of Pervious concrete”, Journal of Materials in Civil Engineering, vol. 22, pp. 469-475, 2010.
[57] L.K. Crouch, J.Pitt, Hewitt, “Aggregate effects on pervious Portland cement concrete static modulus of elasticity”, Journal of Materials in Civil Engineering, vol. 19, pp. 561–568, 2007.
[58] N. Ghafoori, S. Dutta, “Laboratory investigation of compacted nofines concrete for paving materials”, Journal of Materials in Civil Engineering, vol. 7, no. 3, pp. 183–191, 1995.
[59] A. Joshaghani, A. Akbar Ramezanianpour, O. Ataei, A. Golroo, “Optimizing pervious concrete pavement mixture design by using the Taguchi method”, Construction and Building Materials, vol. 101, pp. 317–325, 2015.
[60] NRMCA, 2004, “Concrete in Practice: What, Why and How? CIP- 38 Pervious concrete,” National Ready Mixed Concrete Association, Silver Spring, MD.
[61] P. D. Tennis, M. L. Leming and D. J. Akers, “Pervious concrete Pavements,” Portland Cement Association, Skokie, IL, and National Ready Mixed Concrete Association, Silver Spring, MD, pp. 28, 2004.
[62] C. Gaedicke, A. Marines, F. Miankodila, “A method for comparing cores and cast cylinders in virgin and recycled aggregate pervious concrete”, Construction and Building Materials, vol. 52, pp. 494–503, 2014.
[63] A. Ibrahim, E. Mahmoud, Moh. Yamin and V. C. Patibandla, “Experimental study on portland cement pervious concrete mechanical and hydrological properties”, Construction and Building Materials, vol. 50, pp. 524–529, 2014.
[64] B. J. Putman, A. I. Neptune, “Comparison of test specimen preparation techniques for Pervious concrete pavements”, Construction and Building Materials, vol. 25, pp. 3480–3485, 2011.
[65] C. A. Murray, K.S. Snyder and B.A. Marion, “Characterization of permeable pavement materials based on recycled rubber and chitosan”, Construction and Building Material, vol. 69, pp. 221–231, 2014.
[66] L. K. Crouch, J. P. Hendrix, A. Sparkman and D. Badoe, “Variability of fresh and hardened voids of pervious concrete”, 2012 by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA, 19428-2959.
[67] L. M. Haselbach and R. M. Freeman, “Effectively estimating in situ porosity of pervious concrete from Cores”, Journal of ASTM International, vol. 4, no. 7, 2007
[68] ASTM C1688. Standard Test Method for Density and Void Content of Freshly Mixed Pervious concrete. ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
[69] F. Montes, S.Valavala and L.M. Haselbach, “A new test method for porosity measurements of Portland cement Pervious concrete”. Journal of ASTM International, vol. 2, no. 1, 2005.
[70] ASTM C1754, ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
[71] C. Gaedicke, A. Torres, K.C.T. Huynh and A. Marines, “A method to correlate splitting tensile strength and compressive strength pervious concrete cylinders and cores”, Construction and Building Materials, vol. 125, pp. 271–278, 2016.
[72] L.A. Mata and M. L. Leming, “Vertical distribution of sediments in pervious concrete pavement systems”, ACI Material Journal, vol. 109, no. 2, March-April 2012.
[73] W. D. Martin III, N. B. Kaye and B.J. Putman, “Impact of vertical porosity distribution on the permeability of Pervious concrete”, Construction and Building Materials, vol. 59, pp. 78–84, 2014.
[74] H.Wu, B. Huang, X. Shu and Q. Dong, “Laboratory evaluation of abrasion resistance of portland cement pervious concrete’, Journal of Material in Civil Engineering, vol. 23, pp. 697-702, 2014.
[75] L. K. Crouch, M. A. Cates, V. James Dotson, K. R. Honeycutt and D. A. Badoe, “Measuring the effective air void content of portland cement pervious pavements”, Cement Concrete and Aggregates, vol. 25, no. 1, 2003.
[76] ASTM D7063, 2005, “Standard Test Method for Effective Porosity and Effective Air Voids of Compacted Bituminous Paving Mixture Samples,” ASTM International, West Conshohocken, PA, pp. 4.
[77] O. Deo, N. Neithalath, “Compressive response of pervious concrete proportioned for desired porosities”, Construction and Building Materials, vol. 25, pp. 4181–4189, 2011.
[78] S. Meulenyzer, E. Stora, F. Perez, “Impact of pervious concrete porosity on permeability by 3d image analysis”, 2012, ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA.
[79] A. R. Bhutta, K. Tsuruta and J. Mirza, “Evaluation of high-performance Pervious concrete properties”, Construction and Building Materials, vol. 31, pp. 67–73, 2012.
[80] L. M. Haselbach and R. M. Freeman. “Vertical porosity distributions in pervious concrete pavement”, ACI Materials Journal, vol. 103, no. 6, 2006.
[81] J. T. Kevern, “Advancements in pervious concrete technology”, PhD. Thesis, Iowa State University, 2014.
[82] R. Zhong and K. Wille, “Linking pore system characteristics to the compressive behavior of Pervious concrete”, Cement and Concrete Composites, vol. 70, pp. 130-138, 2016.
[83] O. Deo and N. Neithalath, “Compressive behavior of Pervious concrete and a quantification of the influence of random pore structure features”, Materials Science and Engineering, vol. 528, pp. 402–412, 2010.
[84] C. Lian, Y. Zhuge, “Optimum mix design of enhanced permeable concrete-An experimental investigation”, Construction and Building Materials, vol. 24, pp. 2664–2671, 2010.
[85] H. Li, J. Harvey and Z. Ge, “Experimental investigation on evaporation rate for enhancing evaporative cooling effect of permeable pavement materials”, Construction and Building Materials, vol. 65, pp. 367–375, 2014.
[86] C. Syrrakou and G. F. Pinder, “Experimentally determined evaporation rates in pervious concrete systems’, Journal of Irrigation Drain Engineering, vol. 140, 2014.
[87] F. Giustozzi, “Polymer modified Pervious concrete for durable and sustainable transportation infrastructures’’, Construction and Building Materials, vol. 111, pp. 502–512, 2016.
[88] M. Carsana, F. Tittarelli and L. Bertolini, “Use of no-fines concrete as a building material, Strength, durability properties and corrosion protection of embedded steel”, Cement Concrete Research, vol. 48, pp. 64–73, 2013.
[89] A. Torres, J. Hub, Jiong. & A. Ramos, “The effect of the cementitious paste thickness on the performance of Pervious concrete”, Construction and Building Materials, vol. 95, pp. 850–859, 2015.
[90] M. S. Sumanasooriya and N. Neithalath, “Stereology and morphology based pore structure descriptors of enhanced porosity (pervious) concretes”, ACI Materials Journal, vol. 106, no. 5, 2009.
[91] L. K. Crouch, J. Pitt and Hewitt, “Aggregate effects on pervious Portland cement concrete static modulus of elasticity”, Journal of Material in Civil Engineering, vol. 19, pp. 561–568, 2007.
[92] R. Sriravindrarajah, N. D. H. Wang, and L. J. W. Ervin, “Mix design for pervious recycled aggregate concrete”, International Journal of Concrete Structures and Materials, vol. 6, no. 4, pp. 239–246, 2012.
[93] J. J. Chang, W. Yeih, T. J. Chung and R. Huang, ‘Properties of pervious concrete made with electric arc furnace slag and alkali-activated slag cement”, Construction and Building Materials, vol. 109, pp. 34–40, 2016.
[94] M. Suozzo and M. M. Dewoolkar, “Evaluation of strength and hydraulic testing methods of pervious concrete’. ACI Materials Journal, vol. 111, no. 1, 2014.
[95] B. Rehder, K. Banh and N. Neithalath, “Fracture behavior of pervious concrete: The effects of pore structure and fibers”, Engineering Fracture Mechanics, vol. 118, pp. 1–16, 2014.
[96] M. Rangelov, S. Nassiri, Z. Chen, M. Russell and J. Uhlmeyer, “Quality evaluation tests for Pervious concrete pavements placement”, International Journal of Pavement and Research Technology, 2017.
[97] A. Hasnat, T.U.Mohammed, M. N. Hossain, N. Rahman, H.Hamada,” Investigation of pervious concrete made with locally available materials”, Third International Conference on Construction in Developing Countries (ICCIDC–III) “Advancing and Integrating Construction Education, Research & Practice” July 4-6, 2012 Bangkok, Thailand.
[98] M. H. Wu, C. L. Lin, W. C. Huang, J. W. Chen, “Characteristics of pervious concrete using incineration bottom ash in place of sandstone graded material”, Construction and Building Materials, vol. 111, pp. 618–624, 2016.
[99] J. T. Kevern, K. Wang and V. R. Schaefer, “Effect of coarse aggregate on the freeze-thaw durability of pervious concrete”, Journal of Material in Civil Engineering, vol. 22, pp. 469-475, 2010.
[100] V. Sata, A. Wongsa and P. Chindaprasirt, “Properties of pervious geopolymer concrete using recycled aggregates”, Construction and Building Materials, vol. 42, pp. 33–39, 2013.
[101] M. Gesoglu, E. Guneyisi, G. Khoshnaw and S. Ipek, “Investigating properties of Pervious concrete s containing waste tire rubbers”, Construction and Building Materials, vol. 63, pp. 206–213, 2014.
[102] N. Delatte, A. Mrkajic and D. Miller, “Field and laboratory evaluation of Pervious concrete pavements, Transportation Research Record: Journal of Transport and Research Board, vol. 2113 , pp. 132–139, 2010
[103] L. K. Crouch, N. Smith, A.C. Walker, T.R. Dunn and A. Sparkman, “Determining pervious pcc permeability with a simple triaxial flexible wall constant head permeameter”, TRB 85th Annual Meeting Compendium of Papers, 2006.
[104] American Concrete Institute, Building Code Requirements for Structural Concrete and Commentary (318-11), American Concrete Institute, Farmington Hills, Mich., pp. 503, 2011.
[105] ACI 363R-92 (Reapproved 1997), “State-of-the-Art Report on High-Strength Concrete”, Reported by ACI Committee 363, American Concrete Institute ACI, pp. 25, 1997.
[106] Y. Chen, K. Wang, X. Wang and W. Zhou, “Strength, fracture and fatigue of Pervious concrete”, Construction and Building Materials, vol. 42, pp. 97–104, 2013.
[107] J. T. Kevern, V. R. Schaefer, K.Wang, “The Effect of Curing Regime on Pervious concrete Abrasion Resistance “ Journal of Testing and Evaluation, vol. 37, no. 4, 2009.
[108] D. Breton, A. C. Gibergues, G. Ballivy and J. Grandet, “Contribution to the formation mechanism of the transition zone between rock-cement paste”. Cement and Concrete Research, vol. 23, pp. 335–46, 1993.
[109] J. L. Clarke, “Structural Lightweight Aggregate Concrete”, 1st ed. London: Blackie Academic & Professional, 1993.
[110] C. Rocco and M. Elices, “Effect of aggregate shape on the mechanical properties of a simple concrete”, Engineering Fracture Mechanics, vol. 76, pp. 286–98, 2009.
[111] J. T. Kevern, K. Wang and V. R. Schaefer, “Test methods for characterizing air void systems in portland cement pervious concrete”, ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, 2009.
[111] K. Wang, V. R. Schaefer and J. T. Kevern, M.T Suleiman, “Development of mix proportion for functional and durable Pervious concrete”. Proceedings of the NRMCA concrete technology forum; focus on Pervious concrete 2006, Nashville, T.N, pp. 12.
[113] Z. Yang, H. Brown and A. Cheney, “Influence of moisture condition of freeze and thaw durability of Portland cement Pervious concrete”, Proceedings of the NRMCA concrete technology forum; focus on Pervious concrete, pp. 15, 2006.
[114] M. Offenberg, “Development of a new test method for assessing the potential raveling resistance of pervious concrete”, ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, 2012.
[115] Q. Dong, H. Wu, B. Huang, X. Shu and K. Wang, “Investigation into Laboratory Abrasion Test Methods for Pervious concrete”, Journal of Material in Civil Engineering, vol. 25, pp. 886-892, 2013.
[116] Q. Dong, H.Wu, B. Huang and X. Shu, “Development of a simple and fast test method for measuring the durability of Portland cement Pervious concrete”, Report Portland cement association, 2010.
[117] C. Yu, W.K. Jin and Z.W. fang, “Evaluation of surface textures and skid resistance of Pervious concrete pavement”, Journal of Central South University, vol. 20, pp. 520–527, 2013.
[118] ASTM C1399/07a, Standard Test Method for Obtaining Average Residual-Strength of Fiber-Reinforced Concrete. ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
[119] C. Bordier and D. Zimmer, “Drainage equations and non- darcian modelling in coarse porous media or geosynthetic materials”, Journal of Hydrology, vol. 228, pp. 174–187, 2000.
[120] F. Thauvin and K.K. Mohanty,” Network modeling of non-Darcy flow through porous media”, Transport in Porous Media, vol. 31, pp. 19–37, 1998.
[121] H. G. Sizemore, “Soil permeability: accuracy of the Kozeny- Carman equation in shallow flow problems on mars and earth”, 45th Lunar and Planetary Science Conference, paper no. 1902, 2014.
[122] A. Alamd and L. Haselbach, ‘Estimating the modulus of elasticity of pervious concrete based on porosity”, Advances in Civil Engineering Materials, 2014 ASTM International, 100 Barr Harbor Drive, P.O. Box C700, West Conshohocken, PA 19428-2959.
[123] O. Deo, M. Sumanasooriya and N. Neithalath, “Permeability reduction in pervious concretes due to clogging, experiments and modeling”, Journal of Material in Civil Engineering, vol. 22, pp. 741-751, 2010.
[124] S.Y. Chung, T. S. Han, S. Y. Kim, and T. H. Lee, “Investigation of the permeability of porous concrete reconstructed using probabilistic description methods”, Construction and Building Materials, vol. 66, pp. 760–770, 2014.
[125] M. Sonebi, M. T. Bassuoni, “Investigating the effect of mixture design parameters on Pervious concrete by statistical modeling”, Construction and Building Materials, vol. 38, pp. 147–154, 2013.
[126] EBP 322, Storm water guidelines, Water security Agency, 2014.
[127] D. Li, J. Wan, Y. Ma, Y. Wang, M. Huang and Y. Chen, “Stormwater runoff pollutant loading distributions and their correlation with rainfall and catchment characteristics in a rapidly industrialized city”, vol. 3, 2015.
[128] J. T. Thomle, “The declining ph of waters exposed to pervious concrete” (Master thesis), Washington State Univ., Department of Civil and Environmental Engineering, 2010.
[129] S. J. Ketcheson, J. S. Price, S. L.Tighe and M. Stone, “Transport and retention of water and salt within pervious concrete pavements subjected to freezing and sand application”, Journal of Hydrological Engineering, vol. 19, no. 11, 2014.
[130] B . J. D’Arcy, F. Usman, D.Griffiths and P. Chatfield,” Initiatives to tackle diffuse pollution in the UK”, Water Science and Technology, vol. 38, no. 10, pp. 131–138, 1998.
[131] NCDENR. “Updated draft manual of storm water best management practices”. Public consultation document DOC–7-1. Division of Water Quality, NC, USA: North Carolina Department of Environment and Natural Resources (NCDENR), 2005.
[132] A. K. Chandrappa and K. P. Biligiri, “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, 2016.
[133] M. G. Lee, M. Tia, S. H. Chuang, Y. Huang and C.L. Chiang, “Pollution and purification study of the Pervious concrete pavement material”, Journal of Material in Civil Engineering, vol. 26, no. 8, 2013.
[134] L. Haselbach, C. Poor and J. Tilson, “Dissolved zinc and copper retention from stormwater runoff in ordinary Portland cement Pervious concrete”, Construction and Building Materials, vol. 53, pp. 652–657, 2014.
[135] B. O. Brattebo and D. B. Booth, “Long-term storm water quantity and quality performance of permeable pavement systems” Water Research, vol. 37, no. 26, pp. 4369–76, 2003.
[136] C. Dierkes, L. Kuhlman, J. Kandasamy and G. Angelis, “Pollution retention capability and maintenance of permeable pavements, Proceedings of the ninth international conference on urban drainage, Portland, USA, 8–13 September 2002.
[137] G. M. Kim, J. G. Jang, H. R. Khalid and H. K. Lee, “Water purification characteristics of Pervious concrete fabricated with CSA cement and bottom ash aggregates”, Construction and Building Materials, vol. 136, pp. 1–8, 2016.
[138] M. Legret, V. Colandini and C. Lemarc, “Effects of a porous pavement with reservoir structure on the quality of runoff water and soil”, Science of the Total Environment, vol. 190, pp. 335–40, 1996.
[139] J. Li, Y. Zhang, G. Liu and X. Peng, “Preparation and performance evaluation of an innovative pervious concrete pavement”, Construction and Building Materials, vol. 138, pp. 479–485, 2017.
[140] S. Shen, M. Burton, B. Jobson and L. Haselbach, “Pervious concrete with titanium dioxide as a photo catalyst compound for a greener urban road environment”, Construction and Building Materials, vol. 35, pp. 874–883, 2012.
[141] T. Tho-in, V. Sata, P. Chindaprasirt and C. Jaturapitakkul, “Pervious high-calcium fly ash geopolymer concrete”, Construction and Building Materials, vol. 30, pp. 366–371, 2012.
[142] E. Guneyisi, M. Gesoglu, Q. Kareem, S. Ipek, “Effect of different substitution of natural aggregate by recycled aggregate on performance characteristics of Pervious concrete”, Material and Structures, 2014.
[143] F. Tittarelli, M. Carsanaa and M. L. Ruello, “Effect of hydrophobic admixture and recycled aggregate on physical–mechanical properties and durability aspects of no-fines concrete”, Construction and Building Materials, vol. 66, pp. 30–37, 2014.
[144] D. P. Bentz, “Virtual pervious concrete: Microstructure, Percolation, and Permeability”, ACI Material Journal, vol. 105, no. 3, 2008.
[145] Z. Zhang, Y. Zhang, C. Yan and Y. Liu, “Influence of crushing index on properties of recycled aggregates Pervious concrete”, Construction and Building Materials, vol. 135, pp. 112–118, 2017.
Published
2019-06-28
How to Cite
Rekha Singh, & Sanjay Goel. (2019). Recent Advancement in Proportioning of No-fine Concrete - Review. Journal on Today’s Ideas - Tomorrow’s Technologies, 7(1). Retrieved from https://jotitt.chitkara.edu.in/index.php/jotitt/article/view/112
Section
Articles