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http://dx.doi.org/10.12989/cac.2018.22.3.291

Experimental study on the dynamic behavior of pervious concrete for permeable pavement  

Bu, Jingwu (School of Hydraulic Energy and Power Engineering, Yangzhou University)
Chen, Xudong (College of Civil and Transportation Engineering, Hohai University)
Liu, Saisai (College of Civil and Transportation Engineering, Hohai University)
Li, Shengtao (College of Civil and Transportation Engineering, Hohai University)
Shen, Nan (College of Civil and Transportation Engineering, Hohai University)
Publication Information
Computers and Concrete / v.22, no.3, 2018 , pp. 291-303 More about this Journal
Abstract
As the concept of "sponge city" is proposed, the pervious concrete for permeable pavement has been widely used in pavement construction. This paper aims at investigating the dynamic behavior and energy evolution of pervious concrete under impact loading. The dynamic compression and split tests are performed on pervious concrete by using split Hopkinson pressure bar equipment. The failure criterion on the basis of incubation time concept is used to analyze the dynamic failure. It is demonstrated that the pervious concrete is of a strain rate sensitive material. Under high strain rate loading, the dynamic strength increases while the time to failure approximately decreases linearly as the strain rate increases. The predicted dynamic compressive and split tensile strengths based on the failure criterion are in accordance with the experimental results. The total damage energy is found to increase with the increasing of strain rate, which means that more energy is needed to produce irreversible damage as loading rate increases. The fractal dimensions are observed increases with the increasing of impact loading rate.
Keywords
pervious concrete; dynamic behavior; incubation time concept; energy evolution; fragments;
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1 ACI 522R (2010), Report on Pervious Concrete, ACI 522R-10, American Concrete Institute.
2 Brara, A. and Klepaczko, J.R. (2006), "Experimental characterization of concrete in dynamic tension", Mech. Mater., 38(3), 253-267.   DOI
3 Cadoni, E., Asprone, D. and Prota, A. (2007), "High strain rate testing of concrete and steel for the assessment of the Tenza Bridge under blast loading", Fracture Mechanics of Concrete and Concrete Structures- New Tends in Fracture Mechanics of Concrete, Taylor & Francis Group, London.
4 Chen, T. et al. (2013), "Research on rock energy evolution in the process of impact compression failure", Chin. J. Underg. Space Eng., 9(s1), 1477-1482. (in Chinese)
5 Chen, X., Ge, L. and Yuan, H. (2016a), "Effect of pre-static loading on dynamic tensile strength of concrete under high strain rates", ASCE J. Mater. Civil Eng., 28(12), 06016018.   DOI
6 Chen, X., Ge, L., Chen, C. and Xu, L. (2016b), "Influence of initial static splitting tensile loading on dynamic compressive strength of concrete cores under high strain rates", ASCE J. Perform. Constr. Facil., 30(6), 06016002.   DOI
7 Chen, X., Ge, L., Zhou, J. and Wu, S. (2017), "Dynamic Brazilian test of concrete using split Hopkinson pressure bar", Mater. Struct., 50(1), 1-15.   DOI
8 Chen, X.D., Wu, S.X. and Zhou, J.K. (2014), "Experimental study on dynamic tensile strength of cement mortar using split Hopkinson pressure bar technique", ASCE J. Mater. Civil Eng., 26(6), 04014005.   DOI
9 Comite Euro-International du Beton (1993), CEB-FIP Model Code 1990, Redwood Books, Trowbridge, Wiltshire, UK.
10 Chen, X.D., Wu, S.X. and Zhou, J.K. (2015), "Compressive strength of concrete cores under high strain rates", J. Perform. Constr. Facil., 29(1), 06014005.   DOI
11 De Andrade Silva, F., Butler, M., Mechtcherine, V., Zhu, D. and Mobasher, B. (2011), "Strain rate effects on the tensile behavior of textile-reinforced concrete under static and dynamic loading", Mater. Sci. Eng. A, 528(3), 1727-1734.   DOI
12 Erzar, B. and Forquin, P. (2010), "An experimental method to determine the tensile strength of concrete under high rates of strain", Exp. Mech., 50(7), 941-955.   DOI
13 Fu, Q., Xie, Y., Long, G., Niu, D., Song, H. and Liu, X. (2017), "Impact characterization and modelling of cement and asphalt mortar based on SHPB experiments", Int. J. Impact Eng., 106, 44-52.   DOI
14 Hao, H., Hao, Y. and Li, Z.X. (2009), "A numerical study of factors influencing high-speed impact tests of concrete material properties", Keynote in Proceedings of the 8th International Conference on Shock and Impact Loads on Structures, CIPremier Pte Ltd., Adelaide.
15 Joshaghani, A., Ramezanianpour, A.A., Ataei, O. and Golroo, A. (2015), "Optimizing pervious concrete pavement mixture design by using the Taguchi method", Constr. Build. Mater., 101, 317-325.   DOI
16 Kuo, W.T., Liu, C.C. and Su, D.S. (2013), "Use of washed municipal solid waste incinerator bottom ash in pervious concrete", Cement Concrete Compos., 37, 328-335.   DOI
17 Li, J.C., Li, N.N., Li, H.B. and Zhao, J. (2017), "An SHPB test study on wave propagation across rock masses with different contact area ratios of joint", Int. J. Impact Eng., 105, 109-116.   DOI
18 Lian, C., Zhuge, Y. and Beecham, S. (2011), "The relationship between porosity and strength for porous concrete", Constr. Build. Mater., 25(11), 4294-4298.   DOI
19 Li, L. and Aubertin, M. (2003), "A general relationship between porosity and uniaxial strength of engineering materials", Can. J. Civil Eng., 30(4), 644-658.   DOI
20 Lian, C. and Zhuge, Y. (2010), "Optimum mix design of enhanced permeable concrete-an experimental investigation", Constr. Build. Mater., 24(12), 2664-2671.   DOI
21 Monters, F. (2006), "Pervious concrete: characterization of fundamental properties and simulation of microstructure", PhD Dissertation, University of south Carolina, USA.
22 Nagahama, H. (1993), "Fractal fragment size distribution for brittle rocks", Int. J. Rock Mech. Min. Sci. Geomech. Abs., 30(4), 469-471.   DOI
23 Novo, A.V., Bayon, J.R., Castro-Fresno, D. and Rodriguez-Hernandez, J. (2013), "Temperature performance of different pervious pavements: Rainwater harvesting for energy recovery purposes", Water Resour. Manage., 27(15), 5003-5016.
24 Ozbek, A.S.A., Weerheijm, J., Schlangen, E. and van Breugel, K. (2013), "Dynamic behavior of porous concretes under drop weight impact testing", Cement Concrete Compos., 39, 1-11.   DOI
25 Petrov, Y.V. and Utkin, A.A. (1989), "Dependence of the dynamic strength on loading rate", Mater. Sci., 25(2), 153-156.   DOI
26 Petrov, Y.V., Smirnov, I.V. and Utkin, A.A. (2010), "Effects of strain-rate strength dependence in nanosecond load duration range", Mech. Solid., 45(3), 476-484.   DOI
27 Rehder, B., Banh, K. and Neithalath, N. (2014), "Fracture behavior of pervious concretes: the effects of pore structure and fibers", Eng. Fract. Mech., 118, 1-16.   DOI
28 Sumanasooriya, M.S. and Neithalath, N. (2011), "Pore structure features of pervious concretes proportioned for desired porosities and their performance prediction", Cement Concrete Compos., 33(8), 778-787.   DOI
29 Rossi, P., van Mier, J.G.M., Toutlemonde, F., Le Maou, F. and Fabrice Boulay, C. (1994), "Effect of loading rate on the strength of concrete subjected to uniaxial tension", Mater. Struct., 27(5), 260-264.   DOI
30 Shen, W., Shan, L., Zhang, T., Ma, H., Cai, Z. and Shi, H. (2013), "Investigation on polymer-rubber aggregate modified porous concrete", Constr. Build. Mater., 38, 667-674.   DOI
31 Tian, Z. et al. (2016), "Effect of strain rate and moisture content on dynamic mechanical behaviours of mortar", Int. J. Pavement Eng., 17(9), 789-798.   DOI
32 Torres, A., Hu, J and Ramos, A. (2015), "The effect of the cementitious paste thickness on the performance of pervious concrete", Constr. Build. Mater., 95, 850-859.   DOI
33 Volder, A., Watson, T. and Viswanathan, B. (2009), "Potential use of pervious concrete for maintaining existing mature trees during and after urban development", Urban Forest Urban Green., 8(4), 249-256.   DOI
34 Weerheijm J. (2016), "Design and analyses of porous concrete for safety applications", PhD Dissertation, Delft University of Technology, Delft.
35 Xiao, S.Y., Li, J.B. and Mo, Y.L. (2017), "Dynamic bending behaviours of RC beams under monotonic loading with variable rates", Comput. Concrete, 20(3), 349-360
36 Yan, D. and Lin, G. (2006), "Dynamic properties of concrete in direct tension", Cement Concrete Res., 36(7), 1371-1378.   DOI
37 Zhu, D., Peled, A. and Mobasher, B. (2011), "Dynamic tensile testing of fabric-cement composites", Constr. Build. Mater., 25(1), 385-395.   DOI
38 Zhang, Q.B. and Zhao, J. (2014), "A review of dynamic experimental techniques and mechanical behaviour of rock materials", Rock Mech. Rock Eng., 47(4), 1411-1478.   DOI
39 Zhong, R. and Wille, K. (2016), "Linking pore system characteristics to the compressive behavior of pervious concrete", Cement Concrete Compos., 70, 130-138.   DOI
40 Zhou, Z.L., Li, X.B., Zuo, Y.J. and Hong, L. (2006), "Fractal characteristics of rock fragmentation at strain rate of 100-102 s-1", J. Central South Univ. Technol., 13(3), 290-294.   DOI
41 Zielinski, A.J., Reinhardt, H.W. and Kormeling, H.A. (1981), "Experiments on concrete under uniaxial impact loading", Mater. Struct., 14(2), 103-112.