Assessment of the application of CEM III with exposed aggregate as an alternative to CEM I for road pavements

• Autorzy: Kurpińska Marzena , Wcisło Aldona

Identyfikatory

DOI

10.24425/ace.2022.140653

Warianty tytułu

PL

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

• Języki publikacji: EN

Abstrakty

EN

The article presents a results of study on the impact of replacing CEM I SR3/NA by CEM III/A LH/HSR/NA on the mechanical properties and durability of pavement concrete with exposed aggregate. Was used granite aggregate and washed sand. Water/cement (w / c) ratio in the tested concretes constituted 0.35 and 0.4 and part of the cement was replaced with a 5% addition of natural pozzolana - zeolite. Compressive strength tests were performed after 3, 7, 28 and 56 days, tests of tensile strength test by splitting method and flexural strength two-point loading tests. The characteristics of the air pores and the rate of water absorption by concrete surface of the samples cut out from the slabs with exposed aggregate were presented. The resistance of the surface to exfoliation after 56 cycles of freezing-thawing in NaCl solution was tested. Based on the results obtained, it was found that when designing the composition of the concrete intended for the upper layer of the pavement, it is necessary to ensure high tensile strength, appropriate in the XF4 environment and with the decrease in the w / c < 0.4, a reduction in capillary porosity of the cement paste is obtained, and the same the durability of concrete is increased due to the improved strength parameters in the contact zone between coarse aggregate grains and cement paste. The research also showed a significant influence of proper cure on the mechanical properties and durability of pavement concrete.

PL

W artykule przedstawiono wyniki badań wpływu zastąpienia CEM I SR3/NA przez CEM III/A LH/HSR/NA na właściwości mechaniczne i trwałość betonu nawierzchniowego z odsłoniętym kruszywem. Użyto kruszywa granitowe i płukany piasek. Współczynnik woda/cement (w / c) w badanych betonach wynosił 0,35 i 0,4, a część cementu zastąpiono 5% dodatkiem naturalnej pucolany (zeolit). Badania wytrzymałości na ściskanie wykonano po 3, 7, 28 i 56 dniach, badania wytrzymałości na rozciąganie metodą rozłupywania oraz badania wytrzymałości na zginanie dwupunktowe. Przedstawiono charakterystykę porów powietrza oraz szybkość wchłaniania wody przez powierzchnię betonu próbek wyciętych z płyt z odsłoniętym kruszywem. Zbadano odporność powierzchni na złuszczanie po 56 cyklach zamrażania/rozmrażania w roztworze NaCl. Na podstawie uzyskanych wyników stwierdzono, że przy projektowaniu składu betonu przeznaczonego na górną warstwę nawierzchni należy zapewnić wysoka wytrzymałość na rozciąganie, właściwą w środowisku XF4. Zauważono, że jeśli wskaźnik w / c < 0,4 nastąpiło zmniejszenie porowatości kapilarnej zaczynu cementowego, a tym samym zwiększenie trwałości betonu dzięki poprawie parametrów wytrzymałościowych w strefie styku ziaren kruszywa gruboziarnistego z zaczynem cementowym. Badania wykazały również istotny wpływ prawidłowego utwardzenia na właściwości mechaniczne i trwałość betonu nawierzchniowego.

Słowa kluczowe

EN

road pavement; concrete; exposed aggregate; compressive strength; tensile strength; cement

PL

nawierzchnia drogowa; beton; kruszywo eksponowane; wytrzymałość na ściskanie; wytrzymałość na rozciąganie; cement

• Wydawca: Komitet Inżynierii Lądowej i Wodnej PAN ; Politechnika Warszawska, Wydział Inżynierii Lądowej
• Czasopismo: Archives of Civil Engineering
• Rocznik: 2022
• Tom: Vol. 68, nr 2
• Strony: 461--481
• Opis fizyczny: Bibliogr. 54 poz., il., tab.

Twórcy

autor

Kurpińska Marzena

• Gdańsk University of Technology, Faculty of Civil and Environmental Engineering, Gdańsk, Poland

• https://orcid.org/0000-0001-9595-9342

autor

Wcisło Aldona

• Warsaw University of Technology, Faculty of Civil Engineering, Warsaw, Poland

• https://orcid.org/0000-0001-6224-7728

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Uwagi

Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).