Roads and Bridges - Drogi i Mosty
22, 4, 2023, 579-592

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

Łukasz Skotnicki Poczta
https://orcid.org/0000-0002-4090-2311
Politechnika Wrocławska, Wydział Budownictwa Lądowego i Wodnego, Katedra Dróg, Mostów, Kolei i Lotnisk, Wybrzeże Wyspiańskiego 41, 50-370 Wrocław
Jarosław Kuźniewski Poczta
https://orcid.org/0000-0003-4071-9207
Politechnika Wrocławska, Wydział Budownictwa Lądowego i Wodnego, Katedra Dróg, Mostów, Kolei i Lotnisk, Wybrzeże Wyspiańskiego 41, 50-370 Wrocław
Published: 2023-12-30

Streszczenie

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


mieszanka MCE, destrukt asfaltowy, recykling

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

  
Skotnicki, Łukasz; Kuźniewski, Jarosław. Sztywność mieszanek MCE na bazie ubocznych cementowych produktów pylastych i kruszywa z recyklingu. Roads and Bridges - Drogi i Mosty, [S.l.], v. 22, n. 4, p. 579-592, gru. 2023. ISSN 2449-769X. Available at: <>. Date accessed: 11 maj. 2024 doi:http://dx.doi.org/10.7409/RABDIM.023.038.