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Effects of recycled concrete aggregate on the fresh properties of self-consolidating concrete

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PL
Wpływ kruszywa uzyskanego z recyklingu betonu na właściwości świeżego betonu samozagęszczalnego
Języki publikacji
EN
Abstrakty
EN
Concrete wastes are generally delivered to the landfill sites for disposal. Due to increasing charges of landfill and scarcity of natural coarse aggregate (NCA), recycled concrete aggregate (RCA) derived from concrete wastes is growing interest in construction industry. In the present study, RCA was used as partial and full re-placements of NCA to produce self-consolidating concrete (SCC). Different SCC mixes were produced with RCA substituting 0%, 30%, 50%, 70%, and 100% NCA by weight. The water to cement (W/C) ratio and high-range water reducer (HRWR) dosage were kept the same for all concretes. The effects of RCA on the key fresh properties such as filling ability, passing ability, and segregation resistance of SCC were investigated. The test results revealed that the filling ability and passing ability of SCC were improved for 30% and 50% RCA. The SCC mixes with 30% and 50% RCA also possessed adequate segregation resistance. In addition, strong correla-tions were observed for filling ability, passing ability, and segregation resistance. The overall test results suggest that RCA can be used to produce SCC substituting up to 50% NCA without affecting the key fresh properties of concrete.
PL
Odpady betonowa są dostarczane zazwyczaj na składowiska odpadów w celu utylizacji. Ze względu na rosnące koszty składowania, a zarazem niedostatek naturalnego kruszywa grubego (NCA), kruszywowa uzyskane z recyklingu betonu (RCA) i pochodzące z odpadów betonowych zyskuje coraz większe zainteresowanie w branży budowlanej. W niniejszej pracy analizowane jest wykorzystanie RCA w postaci częściowego jaki i pełnego zastąpienie kruszywa NCA do produkcji betonu samozagęszczalnego (SCC). W pracy przeanalizowano wpływ RCA na kluczowe właściwości świeżego betonu SCC. Ogólne wyniki badań wskazują, że RCA może być użyty do produkcji SCC przy zastąpieniu przez niego do 50% NCA bez wpływu na kluczowe właściwości świeżego betonu.
Rocznik
Strony
1023--1041
Opis fizyczny
BIbliogr. 28 poz., tab., wykr.
Twórcy
autor
autor
  • Department of Civil and Environmental Engineering, Faculty of Engineering, University of Waterloo, 200 University Avenue West, Waterloo, Ontario, Canada N2L 3G1
Bibliografia
  • [1] ASTM C 33: Standard specification for concrete aggregates, Annual Book of ASTM Stan-dards, American Society for Testing and Materials, Philadelphia, USA, 2009.
  • [2] ASTM C 1610/C 1610M: Standard test method for static segregation of self-consolidating concrete using column technique, Annual Book of ASTM Standards, American Society for Testing and Materials, Philadelphia, USA, 2009.
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  • [8] Grdic Z.J., Toplicic-Curcic G.A., Despotovic I.M., Ristic N.S.: Properties of self-compacting concrete prepared with coarse recycled concrete aggregate, Construction and Building Materials, Vol. 24, No. 7, 2010, pp. 1129-1133.
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  • [22] Portland Cement Association: Recycled aggregate, Concrete Technology, Available from http://www.cement.org/tech/cct_aggregates_recycled.asp, Access in May 13, 2010.
  • [23] Sagoe-Crentsil K.K., Brown T., Taylor A.H.: Performance of concrete made with com-mercially produced coarse recycled concrete aggregate, Cement and Concrete Research, Vol. 31, No. 5, 2001, pp. 707-712.
  • [24] Su N., Wang B.L.: Study on the engineering properties of recycled aggregate concrete and recovered aggregate from demolished concrete, Journal of the Chinese Institute of Civil and Hydraulic Engineering, Vol. 12, No. 3, 2000, pp. 435-444.
  • [25] Tang L.: Evaluation of methods for testing fresh self-compacting concrete, Proceedings of the First International Symposium on Design, Performance and Use of Self-Consolidating Concrete, Changsha, China, 2005, pp. 245-252.
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Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPZ5-0020-0024
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