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http://dx.doi.org/10.12989/acc.2021.12.5.411

Degradation of roller compacted concrete subjected to low-velocity fatigue impacts and salt spray cycles  

Gao, Longxin (School of Transportation Science and Engineering, Beihang University)
Lai, Yong (China Airport Construction Group Co.,Ltd.)
Zhang, Huigui (School of Transportation Science and Engineering, Beihang University)
Zhang, Jingsong (School of Transportation Science and Engineering, Beihang University)
Zhang, Wuman (School of Transportation Science and Engineering, Beihang University)
Publication Information
Advances in concrete construction / v.12, no.5, 2021 , pp. 411-418 More about this Journal
Abstract
Roller compacted concrete (RCC) used in the island reef airport runway will be subjected to the coupling actions of the fatigue impacts and the salt spray cycles, which will accelerate the deterioration of runway concrete and even threaten the flight safety. A cyclic impact testing machine and a climatic chamber were used to simulate the low-velocity fatigue impact and the salt spray cycles, respectively. The physical properties, the microstructures and the porosity of RCC were investigated. The results show the flexural strength firstly increases and then decreases with the increase of the fatigue impacts and the salt spray cycles. However, the decrease in the flexural strength is significantly earlier than the compressive strength of RCC only subjected to the salt spray cycles. The chlorine, sulfur and magnesium elements significantly increase in the pores of RCC subjected to 30000 fatigue impacts and 300 salt spray cycles, which causes the decrease in the porosity of RCC. The coupling effects of the fatigue impacts and the salt spray cycles in the later period accelerates the deterioration of RCC.
Keywords
damage; fatigue impacts; roller compacted concrete (RCC); salt spray cycles;
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1 Ahn, W. and Reddy, D.V. (2001), "Galvan static testing for the durability of marine concrete under fatigue loading", Cement Concrete Res., 31(3), 343-349. https://doi.org/10.1016/S0008-8846(00)00506-8.   DOI
2 Djuric, M., Ranogajec, J., Omorjan, R. and Miletic, S. (1996), "Sulfate corrosion of Portland cement-pure and blended with 30% of fly ash", Cement Concrete Res., 26(9), 1295-1300. https://doi.org/10.1016/0008-8846(96)00127-5.   DOI
3 GB/T 16925-1997 (1997), Test Method for Abrasion Resistance of Concrete and Its Products, Ministry of Housing and Urban-Rural Development of the People's Republic of China. (in Chinese)
4 Kim, Y.Y., Kim, J.M., Bang, J.W. and Kwon, S.J. (2014), "Effect of cover depth, w/c ratio and crack width on half-cell potential in cracked concrete exposed to salt sprayed condition", Constr. Build. Mater., 54, 636-645. https://doi.org/10.1016/j.conbuildmat.2014.01.009.   DOI
5 Liang, L., Gu, Q., Liu, G., Zhang, R. and Jiang, L. (2012), "Using ADAMS to assess dynamic load of pavement during aircraft landing", J. Southwest Jiaotong Univ., 47(3), 502-508. https://doi.org/10.3969/j.issn.0258-2724.2012.03.024.   DOI
6 Bonakdar, A. and Mobasher, B. (2010), "Multi-parameter study of external sulfate attack in blended cement materials", Constr. Build. Mater., 24(1), 61-70. https://doi.org/10.1016/j.conbuildmat.2009.08.009.   DOI
7 Cojocaru, R., Radu, A. and Budescu, M. (2013), "Modelling of airport rigid pavement for complex configuration of landing gears and for a large spectrum of cement concrete", Int. Res. Eng., 9, 235-242. https://doi.org/10.4028/www.scientific.net/AEF.8-9.235.   DOI
8 GB-10125-1997 (1997), Corrosion Tests in Artificial Atmospheres-Salt Spray Tests, People's Republic of China National Standard, China. (in Chinese)
9 GB-T50082-2009 (2009), Standard for Test Methods of Long-Term Performance and Durability of Ordinary Concrete, People's Republic of China National Standard, China. (in Chinese)
10 GJB-1578-1992 (1992), Technical Standard for Airport Pavement Cement Concrete Mix Design, People's Republic of China National Standard, China. (in Chinese)
11 Gopinath S., Madheswaran C.K., Ramachandra Murthy A., Iyer N.R. and Barkavi T. (2013), "Low and high velocity impact studies on fabric reinforced concrete panels", Comp. Mod. Eng. Sci., 92(2), 151-172. https://doi.org/10.1002/jsid.175.
12 Piggott, R.W. (1999), "Roller compacted concrete pavements-A study of long-term performance", Portland Cement Assoc., Skokie, IL, USA, R&D serial No. 2261.
13 Liu, J., Qiu, Q., Chen, X., Xing, F., Han, N., He, Y. and Ma, Y. (2017), "Understanding the interacted mechanism between carbonation and chloride aerosol attack in ordinary Portland cement concrete", Cement Concrete Res., 95, 217-225. https://doi.org/10.1016/j.cemconres.2017.02.032.   DOI
14 MH/T5004-2010 (2010), Specifications for Airport Cement Concrete Pavement Design, Civil Aviation Administration of China.
15 Ozaki, S. and Sugata, N. (1998), "Long-term durability of reinforced concrete submerged in the sea", Concrete Under Severe Conditions 2: Environment Loading: Proc. Second Int. Conf. Concrete Under Severe Conditions, CONSEC'98, Tromso, Norway, June.
16 Ragab, A.M., Elgammal, M.A., Hodhod, O.A. and Ahmed T.E. (2016), "Evaluation of field concrete deterioration under real conditions of seawater attack", Constr. Build. Mater., 119, 130-144. https://doi.org/10.1016/j.conbuildmat. 2016.05.014.   DOI
17 Liu, H., Huang, H.L., Wu, X.T., Peng, H.X. and Yu, Q.J. (2019), "Effects of external multi-ions and wet-dry cycles in a marine environment on autogenous self-healing of cracks in cement paste", Cement Concrete Res., 120, 198-206. https://doi.org/10.1016/j.cemconres.2019.03.014.   DOI
18 Niu, D.T., Lu, X.Y. and Miao, Y.Y. (2015), "Diffusion of chloride ions into fatigue-damaged concrete in salt spray environment", J. Xi'an Univ. Ar. Technol., 5, 617. (in Chinese) https://doi.org/10.15986/j.1006-7930.2015.05.001.   DOI
19 Meira, G.R., Andrade, C. and Alonso, C. (1997), "Durability of concrete structures in marine atmosphere zones: the use of chloride deposition rate on the wet candle as an environmental indicator", Cement Concrete Compos., 32(6), 427-435. https://doi.org/10.1007/s13369-010-0033-5.   DOI
20 AC 150/5320-6F (2016), Airport Pavement Design and Evaluation, Department of Transportation Advisory Circular, U.S.
21 Pigeon, M. and Malhotra, V.M. (1995), "Frost-resistance of roller-compacted high-volume fly-ash concrete", J. Mater. Civil Eng., 7(4), 208-211. https://doi.org/10.1061/(ASCE)0899-1561(1996)8:4(216).   DOI
22 Murthy, A.R., Palani, G.S., Gopinath, S., Kumar, V.R. and Iyer, N.R. (2013), "An improved concrete damage model for impact analysis of concrete structural components by using finite element method", CMC Comput. Mater., 37(2), 77-96. https://doi.org/10.1109/TCBB.2013.107.   DOI
23 Zhang, J.S. and Zhang, W.M. (2017), "A new equipment and the test method for the impact fatigue test of the concrete", CN201711235189.2, China.
24 Xie, J.H., Wei, M.W., Huang, P.Y., Zhang, H. and Chen, P.S. (2019), "Fatigue behavior of the basalt fiber-reinforced polymer/concrete interface under wet-dry cycling in a marine environment", Constr. Build. Mater., 228, 117065. https://doi.org/10.1016/j.conbuildmat.2019.117065.   DOI
25 Yerramala, A. and Ganesh, B.K. (2011), "Transport properties of high-volume fly ash roller compacted concrete", Cement Concrete Compos., 33(10), 1057-1062. https://doi.org/10.1016/j.cemconcomp.2011.07.010.   DOI
26 Zhang, B.S., Zhu, Z.D. and Wu, K.R. (1987), "Fatigue rupture of plain concrete analyzed by fracture mechanics", S.P. Shah S.E. Swartz SEM/RILEM Int. Conf. Fract. Concrete Rock, Houston.
27 Zhang, W.M., Chen, S.H and Liu, Y.Z. (2017), "Effect of weight and drop height of hammer on the flexural impact performance of fiber-reinforced concrete", Constr. Build. Mater., 140, 31-35. https://doi.org/10.1016/j.conbuildmat.2017.02.098.   DOI
28 Li, B., Mao, J.Z., Nawa, T. and Liu, Z.M. (2016), "Mesoscopic chloride ion diffusion model of marine concrete subjected to freeze-thaw cycles", Constr. Build. Mater., 125, 337-351. https://doi.org/ 10.1016/j.conbuildmat.2016.08.052.   DOI
29 Silva, M.A.G., Biscaia, H.C. and Marreiros, R. (2013), "Bond-slip on CFRP/GFRP-to-concrete joints subjected to moisture, salt fog and temperature cycles", Compos. Part B. Eng., 55, 374-385. https://doi.org/10.1016/j.compositesb.2013.06.015.   DOI
30 Brown, P.W. (2002), "Thaumasite formation and other forms of sulfate attack", Cement Concrete Compos., 24(3-4), 301-303. https://doi.org/10.1016/S0958-9465(01)00081-6.   DOI
31 Li, P.R., Li, W.G., Yu, T., Qu, F.L. and Tam, V.W.Y. (2020), "Investigation on early-age hydration, mechanical properties and microstructure of seawater sea sand cement mortar", Constr. Build. Mater., 249, 118776. https://doi.org/10.1016/j.conbuildmat.2020.118776.   DOI
32 Zhang, W.M., Zhang, Y.C. and Gao, L.X. (2019), "Effect of low-calcium fly ash on sulfate resistance of cement paste under different exposure conditions", Adv. Concrete Constr., 7(3), 175-181. https://doi.org/10.12989/acc.2019.7.3.175.   DOI
33 Zhang, W.M., Zhang, J.S. and Chen, S.H. (2019), "Frost resistance of roller compacted concrete in airport runway subjected to ethylene glycol solution", Anti-Corros. Meth. Mater., 66(1), 40-44. https://doi.org/10.1108/ACMM-03-2018-1916.   DOI
34 Zhang, W.M, Zhang, N. and Zhou, Y. (2016), "Effect of flexural impact on freeze-thaw and deicing salt resistance of steel fiber reinforced concrete", Mater. Struct., 49, 5161-5168. https://doi.org/10.1617/s11527-016-0851-3.   DOI
35 Zhang, W.M., Gong, S. and Zhang, J.S. (2018), "Effect of rubber particles and steel fibers on frost resistance of roller compacted concrete in potassium acetate solution", Constr. Build. Mater., 187, 752-759. https://doi.org/10.1016/j.conbuildmat.2018.07.244.   DOI
36 Zhang, W.M., Sun, W., Zhang, Y.S. and Chen, H.S. (2009), "Degradation of pore structure and microstructures in hardened cement paste subjected to flexural loading and wet-dry cycles in sea water", J. Wuhan Univ. Tech. Mater. Sci. Ed., 24(6), 940-945. https://doi.org/10.1007/s11595-006-6940-1.   DOI
37 Perez, G., Calvo, J.G., Carballosa, P., Allegro, V.R., Gaitero, J.J., Erkizia, E. and Guerrero, A. (2015), "Efficiency of an innovative self-healing system in ultra-high-strength concrete under a salt spray test", CONCREEP, 10, 919-928. https://doi.org/10.1061/9780784479346.110.   DOI
38 Wang, B., Chen, Y., Fan, H. and Jin, F. (2019), "Investigation of low-velocity impact behaviors of foamed concrete material", Compos. Part B. Eng., 162, 491-499. https://doi.org/10.1016/j.compositesb.2019.01.021.   DOI
39 Zhu D., Gencoglu, M. and Mobasher, B. (2009), "Low velocity flexural impact behavior of AR glass fabric reinforced cement composites", Cement Concrete Compos., 31(6), 379-387. https://doi.org/10.1016/j.cemconcomp.2009.04.011.   DOI
40 Chen, F., Gao, J.M., Qi, B., Shen, D.M. and Li, L.Y. (2017), "Degradation progress of concrete subject to combined sulfate-chloride attack under drying-wetting cycles and flexural loading", Constr. Build. Mater., 151, 164-171. https://doi.org/10.1016/j.conbuildmat.2017.06.074.   DOI
41 Castro, P., Veleva, L. and Balancan, M. (1997), "Corrosion of reinforced concrete in a tropical marine environment and in accelerated tests", Constr. Build. Mater., 11(2), 75-81. https://doi.org/10.1016/S0950-0618(97)00009-3.   DOI
42 Loukili, A., Roziere, E. and Hachem, R.E. (2009), "Durability of concrete exposed to leaching and external sulphate attacks", Cement Concrete Res., 39(12), 1188-1198. https://doi.org/10.1016/j.cemconres.2009.07.021.   DOI
43 Sahrnaran, M., Lacherni, M. and Hossain, K.M.A. (2009), "Internal curing of engineered cementitious composites for prevention of early age autogenous shrinkage cracking", Cement Concrete Res., 39(l0), 893-901. https://doi.org/10.1016/j.cemconres.2009.07.006.   DOI
44 Saito, M., Ohta, M. and Ishimori, H. (1994), "Chloride permeability of concrete subjected to freeze-thaw damage", Cement Concrete Compos., 16(4), 233-239. https://doi.org/10.1016/0958-9465(94)90035-3.   DOI
45 Wu, Q.L., Yang, Y.H. and Pei, W.W. (2014), "Deterioration damage of concrete in salt spray corrosion and seawater attack", Chin. Concrete Cement Prod., 11, 30-34. (in Chinese)
46 Yu, H.F., Da, B., Ma, H.Y, Dou, X.M. and Wu, Z.Y. (2020), "Service life prediction of coral aggregate concrete structure under island reef environment", Constr. Build. Mater., 246, 118390. https://doi.org/10.1016/j.conbuildmat.2020.118390.   DOI
47 ACI 544 (2009), Fiber-Reinforced Concrete, American Concrete Institute, U.S.