Stiffness of MCE mixtures based on cement dusty by-products and recycled aggregate

Skotnicki, Łukasz; Kuźniewski, Jarosław

doi:10.7409/RABDIM.023.038

Artykuł - szczegóły

Tytuł artykułu

Stiffness of MCE mixtures based on cement dusty by-products and recycled aggregate

Autorzy

Skotnicki Łukasz , Kuźniewski Jarosław

Wybrane pełne teksty z tego czasopisma

http://www.rabdim.pl/index.php/rb/issue/archive

Identyfikatory

DOI

10.7409/RABDIM.023.038

Warianty tytułu

Sztywność mieszanek MCE na bazie ubocznych cementowych produktów pylastych i kruszywa z recyklingu

Języki publikacji

EN PL

Abstrakty

This paper presents the possibilities of reusing recycled materials in road pavement constructions. This study analyses the effects of reclaimed asphalt pavement (RAP) and cement dusty by-products (UCPP) on the stiffness of mineral-cement-emulsion (MCE) mixtures. Asphalt waste can be used as a secondary raw material for the preparation of cement-stabilised mixtures in cold recycling technology. The use of MCE mixtures in road pavement construction is one way of disposing of construction waste. Testing of MCE mixtures with UCPP was aimed at confirming the applicability of these materials for cold recycled pavement structure layers. The purpose was to evaluate the effect of the innovative UCPP binding agent on the mechanical properties of MCE mixtures. The stiffness of the mixtures in question was analysed. Tests were carried out for fine- and coarse-grained mixtures. The stiffness modulus in indirect tension test on cylindrical specimens (IT-CY) was carried out according to EN 12697-26. Indirect tensile strength (ITS) testing was carried out according to EN 12697-23. The use of innovative binders has made it possible to reduce the stiffness of individual MCE mixtures compared to reference mixtures containing conventional cement, while still maintaining adequate durability. The relationships developed between IT-CY stiffness and ITS strength will allow the design and execution of MCE mixtures in road pavements to be optimised. The use of UCPP changed the mechanical properties of MCE mixtures by reducing their stiffness. This will contribute to the cracking resistance of the base and sub-base layers and increase their fatigue life. The innovative material was used in the experimental section and it is being monitored.

W artykule przedstawiono możliwości powtórnego zastosowania materiałów pochodzących z recyklingu w konstrukcjach nawierzchni drogowych. W pracy analizowano wpływ destruktu asfaltowego i ubocznych cementowych produktów pylastych (UCPP) na sztywność mieszanek mineralno-cementowo-emulsyjnych (MCE). Destrukt asfaltowy może być wykorzystany jako surowiec wtórny do przygotowania mieszanek stabilizowanych cementem w technologii recyklingu na zimno. Zastosowanie w nawierzchniach drogowych mieszanek MCE jest jednym ze sposobów utylizacji odpadów budowlanych. Badania mieszanek MCE z UCPP miały na celu potwierdzenie możliwości zastosowania tych materiałów do warstw konstrukcji nawierzchni, poddanych recyklingowi na zimno. Istotą była ocena wpływu innowacyjnego środka wiążącego UCPP na właściwości mechaniczne mieszanek MCE. Analizowano sztywność przedmiotowych mieszanek. Badania wykonano dla mieszanek: drobnoziarnistej i gruboziarnistej. Badania sztywności w pośrednim rozciąganiu (IT-CY) wykonano wg normy PN-EN 12697-26. Badanie wytrzymałości na rozciąganie pośrednie (ITS) wykonano wg PN-EN 12697-23. Zastosowanie innowacyjnych spoiw pozwoliło na redukcję sztywności poszczególnych mieszanek MCE w porównaniu do mieszanek referencyjnych, zawierających klasyczny cement, przy zachowaniu ich odpowiedniej trwałości. Opracowane zależności pomiędzy sztywnością IT-CY a wytrzymałością ITS pozwolą na optymalizację procesu projektowania i wykonywania mieszanek MCE w nawierzchniach drogowych. Stosowanie UCPP zmieniło właściwości mechaniczne mieszanek MCE, ograniczając ich sztywność. Przyczyni się to do zwiększenia odporności na pękanie podbudowy i zwiększenie jej trwałości zmęczeniowej. Innowacyjny materiał został wykorzystany na odcinku doświadczalnym i jest monitorowany.

Słowa kluczowe

mineral-cement-emulsion mixture innovative road binder recycling fatigue durability fracture toughness

mieszanka MCE destrukt asfaltowy recykling

Wydawca

Instytut Badawczy Dróg i Mostów

Czasopismo

Roads and Bridges - Drogi i Mosty

Rocznik

2023

Tom

Vol. 22, no. 4

Strony

579--592

Opis fizyczny

Bibliogr. 71 poz. rys., tab.

Twórcy

autor

Skotnicki Łukasz

lukasz.skotnicki@pwr.edu.pl

Wrocław University of Science and Technology, Faculty of Civil Engineering, 41 Wybrzeże Wyspiańskiego Str., 50-370 Wrocław

https://orcid.org/0000-0002-4090-2311

autor

Kuźniewski Jarosław

jaroslaw.kuzniewski@pwr.edu.pl

Wrocław University of Science and Technology, Faculty of Civil Engineering, 41 Wybrzeże Wyspiańskiego Str., 50-370 Wrocław

https://orcid.org/0000-0003-4071-9207

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Uwagi

An extended version of the article from the Conference ‟Modern Road Pavements – MRP’2023” – Recycling in road pavement structures co-edited by Martins Zaumanis and Marcin Gajewski, published in frame of the Ministry of Education and Science project No. RCN/SP/0569/2021/1.

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Bibliografia

Identyfikator YADDA

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