Ocena zastosowania cementu CEM III jako alternatywa CEM I do nawierzchni drogowych z eksponowanym kruszywem

[1] W. Jackiewicz-Rek, T. Drzymała, A. Kuś, M. Tomaszewski, “Durability of High Performance Concrete (HPC) Subject to Fire Temperature Impact”, Archives of Civil Engineering, 2016, vol. 62, no. 4, pp. 73-93, DOI: 10.1515/ace-2015-0109.

[2] K. Konieczna, K. Chilmon, W. Jackiewicz-Rek, “Investigation of mechanical properties, durability and microstructure of low-clinker high-performance concretes incorporating ground granulated blast furnace slag, siliceous fly ash and silica fume”, Applied Sciences, 2021, vol. 11, no. 2, pp. 1-18, DOI: 10.3390/app11020830.

[3] D.H. Butler, “Durability of concrete”, in Construction Materials Their nature and behaviour, 4th ed., P. Domone, J. Illston, Eds. CRC Press, 2010, pp. 175-195, DOI: 10.4324/9780203927571.

[4] D. Tompkins, L. Khazanovich, M.I. Darter, W. Fleischer, “Design and construction of sustainable pavements: Austrian and German two-layer concrete pavements”, Transportation Research Record, 2009, vol. 2098, pp. 75-85, DOI: 10.3141/2098-08.

[5] W. Jackiewicz-Rek, J. Kuziak, B. Jaworska, “Analysis of the Properties of Expansive Concrete with Portland and Blast Furnace Cement”, Archives of Civil Engineering, 2018, vol. 64, no. 4, pp. 175-196, DOI: 10.2478/ace-2018-0051.

[6] P. Radziszewski, W. Jackiewicz-Rek, M. Sarnowski, M. Urbański, “Fortification of Damaged Asphalt Pavements with Cement Concrete Slabs Reinforced with Next-Gen Bars - Part I: Laboratory Study”, Archives of Civil Engineering, 2018, vol. 64, no. 3, pp. 67-80, DOI: 10.2478/ace-2018-0030.

[7] F. de Larrard, T. Sedran, “High and ultra-High performance concrete in pavement: tools for the road eternity,” in 9th International Symposium on High Performance Concrete: Design, Verification and Utilization, August 2011. [Online]. Available: https://hal.archives-ouvertes.fr/hal-00877025/document.

[8] A. Akkari, B. Izevbekhai, “Composite Pavements and Exposed Aggregate Texturing at MnROAD: Cells 70, 71 and 72 Construction Report and Early Performance Evaluation”, Minnesota Dep. Transp., no. October, 2012. [Online]. Available: https://dot.state.mn.us/mnroad/construction/PDF’s/Composite Construction Report Final (draft mar11).pdf.

[9] T. Sedran, “Finely graded surface concrete (FGSC): A sustainable solution for exposed-aggregate concrete”, in PIARC International Seminar, May 2011.

[10] P.T. Committee, Quiet Pavement Technologies, 2013R10EN- Technical report. PIARC, 2013.

[11] R.S. Ravindrarajah, C.T. Tam, “Properties of concrete made with crushed concrete as coarse aggregate”, Magazine of Concrete Research, 1985, vol. 37, no. 130, pp. 29-38.

[12] P. Gierasimiuk, M. Wasilewska, W. Gardziejczyk, “A comparative study on skid resistance of concrete pavements differing in texturing technique”, Materials, 2021, vol. 14, no. 1, pp. 1-21, DOI: 10.3390/ma14010178.

[13] S. Kox, G. Vanroelen, J. Van Herck, H. de Krem, B. Vandoren, “Experimental evaluation of the high-grade properties of recycled concrete aggregates and their application in concrete road pavement construction”, Case Studies in Construction Materials, 2019, vol. 11, DOI: 10.1016/j.cscm.2019.e00282.

[14] M. Linek, P. Nita, W. Zebrowski, P. Wolka, “Assessment of Granite, Quartz and Syenite Aggregate Suitability Intended for the Application in Case of Transport Pavement Concrete”, IOP Conference Series Materials Science and Engineering, 2019, vol. 471, no. 3, DOI: 10.1088/1757-899X/471/3/032076.

[15] M. Kurpinska, B. Grzyl, M. Pszczola, A. Kristowski, “The application of granulated expanded glass aggregate with cement grout as an alternative solution for sub-grade and frost-protection sub-base layer in road construction”, Materials, 2019, vol. 12, no. 21, DOI: 10.3390/ma12213528.

[16] M.R. Hainin, P.J. Ramadhansyah, T.H. Chan, A.H. Norhidayah, F.M. Nazri, Ichwana, “Strength and properties of concrete pavement incorporating multiple blended binders”, Materials Science Forum, 2017, vol. 889, pp. 265-269, DOI: 10.4028/www.scientific.net/MSF.889.265.

[17] S. Jayakody, C. Gallage, A. Kumar, “Assessment of recycled concrete aggregates as a pavement material”, Geomechanics and Engineering, 2014, vol. 6, no. 3, pp. 235-248, DOI: 10.12989/gae.2014.6.3.235.

[18] P. Taylor, L. Sutter, J. Weiss, Investigation of Deterioration of Joints in Concrete Pavements. National Concrete Pavement Technology Center, Iowa State University, 2012.

[19] EN 206:2013+A1:2016 Concrete. Requirements, properties, manufacturing compatibility.

[20] EN 197-1:2011 Cement. Composition, specifications and conformity criteria for common cements.

[21] T. Rudnicki, R. Jurczak, “Recycling of a concrete pavement after over 80 years in service”, Materials, 2020, vol. 13, no. 10, pp. 1-17, DOI: 10.3390/ma13102262.

[22] A. Sounthararajah, N. Nguyen, H.H. Bui, P. Jitsangiam, G.L.M. Leung, J. Kodikara, “Effect of cement on the engineering properties of pavement materials”, Materials Science Forum, 2016, vol. 866, pp. 31-36, DOI: 10.4028/www.scientific.net/MSF.866.31.

[23] Z. Giergiczny, M.A. Glinicki, M. Sokołowski, M. Zielinski, “Air void system and frost-salt scaling of concrete containing slag-blended cement”, Construction and Building Materials, 2009, vol. 23, no. 6, pp. 2451-2456, DOI: 10.1016/j.conbuildmat.2008.10.001.

[24] K. Hrapović, “Construction design of the joints in the concrete”, European Journal of Engineering and Technology, 2020, vol. 8, no. 2, pp. 62-75.

[25] Y. Sun, Y. Cheng, M. Ding, X. Yuan, J. Wang, “Research on properties of high-performance cement mortar for semiflexible pavement”, Advances in Materials Science and Engineering, 2018, vol. 2018, DOI: 10.1155/2018/4613074.

[26] C. Karakurt, A.T. Arslan, “Properties of Concrete Pavements Produced With Different Type of Fibers”, Karakurt and Arslan. JOTSCB, vol. 1, pp. 17-24, 2017.

[27] J. H. Jeong and D. G. Zollinger, “Development of Test Methodology and Model for Evaluation of Curing Effectiveness in Concrete Pavement Construction”, Transp. Res. Rec., no. 1861, pp. 17-25, 2003, DOI: 10.3141/1861-03.

[28] P. Szymański, M. Pikos, P. Nowotarski, “Concrete road surface with the use of cement concrete-selected results”, Procedia Engineering, 2017, vol. 208, pp. 166-173, DOI: 10.1016/j.proeng.2017.11.035.

[29] M. Glinicki, Inżynieria nawierzchni drogowych. Warszawa: Wydawnictwo Naukowe PWN, 2019. ISBN 978-83-01-20517-1.

[30] S.H. Hlail, S. Al-Busaltan, A.M. Shaban, “Sustainable Development of Highly Flowable Cementitious Grouts for Semi-flexible Pavement Mixture”, IOP Conference Series: Materials Science and Engineering, 2020, vol. 928, no. 2, DOI: 10.1088/1757-899X/928/2/022068.

[31] J. Roesler, J. Huntley, A. Amirkhanian, “Performance of continuously reinforced concrete pavement containing recycled concrete aggregates”, Journal of the Transportation Research Board, 2011, vol. 2253, no. 1, pp. 32-39, DOI: 10.3141/2253-04.

[32] K. Apichit, J. Peerapong, A. Anukun, S. Pattarapong, “Compaction and strength characteristics of recycled pavement material: Cement mixtures used for road pavement purposes”, Scientific Research and Essays, 2019, vol. 14, no. 3, pp. 15-23, DOI: 10.5897/sre2018.6583.

[33] Z. Giergiczny, P. Boos, “Testing the frost resistance of concrete with different cement types - experience from laboratory and practice”, Journal Architecture Civil Engineering Environment, 2010, vol. 3, no. 2, pp. 41-51.

[34] X. Cai, W. Huang, K. Wu, “Study of the self-healing performance of semi-flexible pavement materials grouted with engineered cementitious composites mortar based on a non-standard test”, Materials, 2019, vol. 12, no. 21, DOI: 10.3390/ma12213488.

[35] B.B. Raggiotti, M.J. Positieri, Á. Oshiro, “Natural zeolite, a pozzolan for structural concrete”, Procedia Structural Integrity, 2018, vol. 11, pp. 36-43, DOI: 10.1016/j.prostr.2018.11.006.

[36] K. Kaboosi, F. Kaboosi, M. Fadavi, “Investigation of greywater and zeolite usage in different cement contents on concrete compressive strength and their interactions”, Ain Shams Engineering Journal, 2020, vol. 11, no. 1, pp. 201-211, DOI: 10.1016/j.asej.2019.08.008.

[37] A. Joshaghani, “The effects of zeolite as supplementary cement material on pervious concrete”, in Proceedings of the International Concrete Sustainability Conference, Washington, DC. 2016.

[38] M. Rucka, E. Wojtczak, M. Knak, M. Kurpińska, “Characterization of fracture process in polyolefin fibre-reinforced concrete using ultrasonic waves and digital image correlation”, Construction and Building Materials, 2021, vol. 280, pp. 1-16, DOI: 10.1016/j.conbuildmat.2021.122522.

[39] A. Mariak, M. Kurpińska, “The effect of macro polymer fibres length and content on the fibre reinforced concrete”, MATEC Web Conferences, 2018, vol. 219, pp. 1-8, DOI: 10.1051/matecconf/201821903004.

[40] H. Bolat, O. Şimşek, M. Çullu, G. Durmuş, Ö. Can, “The effects of macro synthetic fiber reinforcement use on physical and mechanical properties of concrete”, Composites Part B: Engineering, 2014, vol. 61, pp. 191-198, DOI: 10.1016/j.compositesb.2014.01.043.

[41] L. Malgorzata, “Modified pavement quality concrete as material alternative to concrete applied regularly on airfield pavements”, IOP Conference Series: Materials Science and Engineering, 2019, vol. 603, no. 3, DOI: 10.1088/1757-899X/603/3/032043.

[42] M. Wasilewska, W. Gardziejczyk, P. Gierasimiuk, “Effect of aggregate graining compositions on skid resistance of Exposed Aggregate Concrete pavement”, IOP Conference Series: Materials Science and Engineering, 2018, vol. 356, no. 1, DOI: 10.1088/1757-899X/356/1/012001.

[43] The Effects of Higher Strength and Associated Concrete Properties on Pavement Performance. U.S. Department of Transportation Federal Highway Administration, 2001. [Online]. Available: https://www.fhwa.dot.gov/publications/research/infrastructure/pavements/00161.pdf.

[44] E.Y. Manyo, et al., “Approach of Pavement Surface Layer Degradation Caused by Tire Contact Using Semi-Analytical Model”, Materials, 2021, vol. 14, no. 9, pp. 1-14.

[45] L. Zheng, R.M. Jones, L. Yang, A. Hakki, D.E. MacPhee, “Exposed-aggregate areas and photocatalytic efficiency of photocatalytic aggregate mortar”, Magazine of Concrete Research, 2020, vol. 72, no. 16, pp. 852-863, DOI: 10.1680/jmacr.18.00441.

[46] EN 12350-3:2019 Testing fresh concrete. VeBe test.

[47] EN 12350-6:2019 Testing fresh concrete. Density.

[48] EN 12350-1:2019 Testing fresh concrete. Sampling and common apparatus.

[49] EN 12390-3:2019 Testing hardened concrete. Compressive strength of test specimens.

[50] EN 12390-6:2009 Testing hardened concrete. Tensile splitting strength of test specimens.

[51] EN 14889-2:2006 Fibres for concrete. Polymer fibres. Definitions, specifications and conformity.

[52] ASTM C457 Microscopical Determination of the Air-Void System in Hardened Concrete.

[53] EN 13877-2:2013 Concrete pavements. Functional requirements for concrete pavements.

[54] PKN-CEN/TS 12390-9:2017-07 Testing hardened concrete - Part 9: Freeze-thaw resistance with de-icing salts - Scaling.