This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
Piasta, J. (1974). Technologia betonów z kruszyw łamanych (Technology of concretes with crushed aggregates). Arkady, Warszawa (in Polish).PiastaJ.1974ArkadyWarszawa(in Polish)Search in Google Scholar
Kozłowski, S. (1984). Surowce skalne Polski (Rock raws of Poland). Wydawnictwo Geologiczne, Warszawa (in Polish).KozłowskiS.1984Wydawnictwo GeologiczneWarszawa(in Polish)Search in Google Scholar
Grzeszczyk, S., & Matuszek-Chmurowska, A. (2009). Effect of basaltic sunburn scale on the durability of concrete. Cement Wapno Beton, 6, 277-281.GrzeszczykS.Matuszek-ChmurowskaA.2009Effect of basaltic sunburn scale on the durability of concrete6277281Search in Google Scholar
Grzeszczyk, S., & Matuszek-Chmurowska, A. (2004). Wpływ rodzaju kruszywa na mikrostrukturę warstwy przejściowej i właściwości betonów wysokowartościowych (The influence of aggregate type on the microstructure of interfacial transition zone and properties of high performance concretes). L Konferencja Naukowa KILiW PAN i KN PZITB, t.3, Warszawa-Krynica, 117–124 (in Polish).GrzeszczykS.Matuszek-ChmurowskaA.2004L Konferencja Naukowa KILiW PAN i KN PZITB, t.3Warszawa-Krynica117124(in Polish)Search in Google Scholar
Hong, L., Gu, X., & Lin, F. (2014). Influence of aggregate surface roughness on mechanical properties of interface and concrete. Construction and Building Materials, 65, 338–349.HongL.GuX.LinF.2014Influence of aggregate surface roughness on mechanical properties of interface and concrete6533834910.1016/j.conbuildmat.2014.04.131Search in Google Scholar
Ajdukiewicz, A., & Kliszczewicz, A. (1998). Odkształcalność doraźna betonów wysokiej wytrzymałości (Instantaneous deformability of high strength concrete). XLIV Konferencja Naukowa KILiW PAN i KN PZITB, t.4, Poznań-Krynica, 5–12 (in Polish).AjdukiewiczA.KliszczewiczA.1998XLIV Konferencja Naukowa KILiW PAN i KN PZITB, t.4Poznań-Krynica512(in Polish)Search in Google Scholar
Aïtcin, P. C., & Mehta, P. K. (1990). Effect of coarse-aggregate characteristics on mechanical properties of high-strength concrete. ACI Materials Journal, 87(2), 103–107.AïtcinP. C.MehtaP. K.1990Effect of coarse-aggregate characteristics on mechanical properties of high-strength concrete872103107Search in Google Scholar
Seruga, A., Kańka, S., & Lisowicz, T. (2012). Moduł sprężystości betonów na kruszywie granitowym w świetle badań doświadczalnych (Granite concrete modulus of elasticity in view of experimental investigations). Czasopismo Techniczne, Budownictwo, 2, 103–117 (in Polish).SerugaA.KańkaS.LisowiczT.2012Moduł sprężystości betonów na kruszywie granitowym w świetle badań doświadczalnych (Granite concrete modulus of elasticity in view of experimental investigations)2103117(in Polish)Search in Google Scholar
Piasta, J. (1971). Badanie kruszyw węglanowych z województwa kieleckiego i ich zastosowanie do betonów konstrukcyjnych (Testing of carbonate aggregates from Kielce region and their using to structural concretes). Praca doktorska. Politechnika Warszawska, Warszawa (in Polish).PiastaJ.1971Praca doktorska. Politechnika WarszawskaWarszawa(in Polish)Search in Google Scholar
Zimbelmann, R. (1985). A contribution to the problem of cement-aggregate bond. Cement and Concrete Research, 15(5), 801–808.ZimbelmannR.1985A contribution to the problem of cement-aggregate bond15580180810.1016/0008-8846(85)90146-2Search in Google Scholar
Elsharief, A., Cohen, M. D., & Olek, J. (2003). Influence of aggregate size, water cement ratio and age on the microstructure of the interfacial transition zone. Cement and Concrete Research, 33(11), 1837–1849.ElshariefA.CohenM. D.OlekJ.2003Influence of aggregate size, water cement ratio and age on the microstructure of the interfacial transition zone33111837184910.1016/S0008-8846(03)00205-9Search in Google Scholar
Gao, Y., De Schutter, G., Ye, G., Tan, Z., & Wu, K. (2014). The ITZ microstructure, thickness and porosity in blended cementitious composite: effects of curing age, water to binder ratio and aggregate content. Composites: Part B 60, 1–13.GaoY.De SchutterG.YeG.TanZ.WuK.2014The ITZ microstructure, thickness and porosity in blended cementitious composite: effects of curing age, water to binder ratio and aggregate content6011310.1016/j.compositesb.2013.12.021Search in Google Scholar
Chmura, K., & Lewowicki, S. (1962). Kwarcyty trzeciorzędowe okolic Bolesławca na Dolnym Śląsku (Tertiary quartzites around Boleslawiec on Lower Silesia). Biuletyn Instytutu Geologicznego, 173, Warszawa, 5–56 (in Polish).ChmuraK.LewowickiS.1962Kwarcyty trzeciorzędowe okolic Bolesławca na Dolnym Śląsku (Tertiary quartzites around Boleslawiec on Lower Silesia)173Warszawa,556(in Polish)Search in Google Scholar
Ponce, J.M., & Batic, O.R. (2006). Different manifestations of the alkali-silica reaction in concrete according to the reaction kinetics of the reactive aggregate. Cement and Concrete Research, 36(6), 1148–1156.PonceJ.M.BaticO.R.2006Different manifestations of the alkali-silica reaction in concrete according to the reaction kinetics of the reactive aggregate3661148115610.1016/j.cemconres.2005.12.022Search in Google Scholar
Owsiak, Z., Zapała, J., & Czapik, P. (2012). Sources of the gravel aggregate reaction with alkalis in concrete. Cement Wapno Beton, 3, 149–154.OwsiakZ.ZapałaJ.CzapikP.2012Sources of the gravel aggregate reaction with alkalis in concrete3149154Search in Google Scholar
Lukschová, Š, Přikryl, R, & Pertold, Z. (2009). Petrographic identification of alkali–silica reactive aggregates in concrete from 20th century bridges. Construction and Building Materials, 23(2), 734–741.LukschováŠPřikrylRPertoldZ.2009Petrographic identification of alkali–silica reactive aggregates in concrete from 20th century bridges23273474110.1016/j.conbuildmat.2008.02.020Search in Google Scholar
PN-86/B-06712. (1986). Kruszywa mineralne do betonu (Mineral aggregates for concrete) (in Polish).PN-86/B-067121986Search in Google Scholar
Hong, L., Gu, X., & Lin, F. (2014). Influence of aggregate surface roughness on mechanical properties of interface and concrete. Construction and Building Materials, 65, 338–349.HongL.GuX.LinF.2014Influence of aggregate surface roughness on mechanical properties of interface and concrete6533834910.1016/j.conbuildmat.2014.04.131Search in Google Scholar
Guinea, G.V., El-Sayed, K., Rocco, C.G., & et al. (2002). The effect of the bond between the matrix and the aggregates on the cracking mechanism and fracture parameters of concrete. Cement and Concrete Research, 32(12), 1961–1970.GuineaG.V.El-SayedK.RoccoC.G.2002The effect of the bond between the matrix and the aggregates on the cracking mechanism and fracture parameters of concrete32121961197010.1016/S0008-8846(02)00902-XSearch in Google Scholar
PN-EN 206:2014-04 (2014). Beton. Wymagania, właściwości, produkcja i zgodność. (Concrete – Specification, performance, production and conformity) (in Polish).PN-EN 206:2014-042014Search in Google Scholar
Scrivener, K.L., Crumbie, A.K., & Laugesen, P. (2004). The interfacial transition zone (ITZ) between cement paste and aggregate in concrete. Interface Science, 12(4), 411–21.ScrivenerK.L.CrumbieA.K.LaugesenP.2004The interfacial transition zone (ITZ) between cement paste and aggregate in concrete1244112110.1023/B:INTS.0000042339.92990.4cSearch in Google Scholar
Ping, X., Beaudoin, J.J., & Brousseau, R. (1991). Effect of the aggregate size on transition zone properties at the Portland cement paste interface. Cement and Concrete Research, 21(6), 999–1005.PingX.BeaudoinJ.J.BrousseauR.1991Effect of the aggregate size on transition zone properties at the Portland cement paste interface216999100510.1016/0008-8846(91)90059-QSearch in Google Scholar
Ollivier, J.P., Maso, J.C., & Bourdette, B. (1995). Interfacial transition zone in concrete. Advanced Cement-Based Materials, 2(1), 30–38.OllivierJ.P.MasoJ.C.BourdetteB.1995Interfacial transition zone in concrete21303810.1016/1065-7355(95)90037-3Search in Google Scholar
PN-EN 1992-1-1:2008 (2008). Eurokod 2. Projektowanie konstrukcji z betonu. Część 1-1: Reguły ogólne i reguły dla budynków (Eurocode 2. Design of concrete structures. Part 1-1: General rules and rules for buildings) (in Polish).PN-EN 1992-1-1:20082008Eurokod 2. Projektowanie konstrukcji z betonu. Część 1-1: Reguły ogólne i reguły dla budynków (Eurocode 2. Design of concrete structures(in Polish)Search in Google Scholar