Shear modulus and damping ratio of recycled concrete aggregate from cyclic torsional shear test

• Autorzy: Gabryś Katarzyna

Identyfikatory

DOI

10.7409/RABDIM.023.021

Warianty tytułu

PL

Moduł ścinania i współczynnik tłumienia kruszywa betonowego pochodzącego z recyklingu z cyklicznego testu ścinania skrętnego

• Języki publikacji: EN PL

Abstrakty

EN

This study examines the small-strain dynamic properties of three mixtures of recycled concrete aggregate (RCA) using laboratory investigations typical of natural soils, namely cyclic torsional shear (CTS) tests. In order to construct two samples, crushed concrete curbs originating from a demolition site in Warsaw was employed. To create the third sample, crushed concrete from demolished buildings also Warsaw was used, mainly from concrete wall and floor elements. A series of CTS tests were performed to investigate the impact of various parameters, including confining pressure, excitation frequency, and number of vibration cycles on the G−modulus, Gmax−modulus, shear modulus degradation curve G(γ)/G_max, D−ratio, D_min−ratio, variation in damping curve D(γ)/D_min. The resulting stiffness and damping characteristics of the analysed concrete aggregate were compared with those of natural gravel and sand aggregate – natural aggregate (NA). The results collected from the CTS tests indicate that the performance of most RCA is comparable to that of NA and can be used as an unbound granular material (UGM).

PL

W niniejszym badaniu zbadano właściwości dynamiczne przy małych odkształceniach trzech mieszanek kruszywa betonowego z recyklingu (RCA) przy użyciu badań laboratoryjnych typowych dla gruntów naturalnych, a mianowicie badania cyklicznego ścinania skrętnego (CTS). Do wykonania dwóch próbek wykorzystano pokruszone krawężniki betonowe pochodzące z rozbiórki w Warszawie. Do stworzenia trzeciej próbki wykorzystano pokruszony beton z rozebranych budynków, także z Warszawy, głównie z betonowych elementów ścian i podłóg. Przeprowadzono serię testów CTS w celu zbadania wpływu różnych parametrów, w tym ciśnienia ograniczającego, częstotliwości wzbudzenia i liczby cykli wibracji na moduł G, moduł Gmax, krzywą degradacji modułu ścinania G(γ)/Gmax, współczynnik D, współczynnik Dmin, zmianę krzywej tłumienia D(γ)/Dmin. Uzyskane charakterystyki sztywności i tłumienia analizowanego kruszywa betonowego porównano z charakterystykami naturalnego kruszywa żwirowo-piaskowego – kruszywa naturalnego NA). Wyniki zebrane z badań CTS wskazują, że wydajność większości destruktu betonowego jest porównywalna z kruszywem naturalnym i może być stosowana jako niezwiązany materiał ziarnisty (UGM).

Słowa kluczowe

EN

anthropogenic soil; cyclic loading; damping; stiffness; waste material

PL

grunt antropogeniczny; obciążenie cykliczne; tłumienie; sztywność; materiał odpadowy

• Wydawca: Instytut Badawczy Dróg i Mostów
• Czasopismo: Roads and Bridges - Drogi i Mosty
• Rocznik: 2023
• Tom: Vol. 22, no. 4
• Strony: 387--398
• Opis fizyczny: Bibliogr. 42 poz., rys., tab.

Twórcy

autor

Gabryś Katarzyna

• Szkoła Główna Gospodarstwa Wiejskiego, Katedra Geotechniki, Instytut Inżynierii Lądowej, ul. Nowoursynowska 159, 02-776 Warszawa

• https://orcid.org/0000-0002-2039-6546

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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.