Title: Impact of crushing vulnerability on recycled concrete aggregate physical and mechanical properties
Authors: SAS, W., MISZKOWSKA, A., GŁUCHOWSKI, A.
Keywords: CBR, crushing, suffosion, grain shape, gradation curve, recycled concrete aggregate
Abstract: In this paper the crushing vulnerability of anthropogenic material – recycled concrete aggregate was presented. The main idea was to characterise phenomena of crushing the effects of which from practical engineers point of view which clearly nowadays could be questionable. Conducted research describing physical properties of tested material and strength characteristics determined. Among the test methods, gradation curve, and CBR bearing capacity was conducted. Additionally the results of tests was utilized to analyse strength, suffosion and grain shape of RCA and lastly to form some conclusions and possibility of using this material in roadbase
APA style references: Sas, W., Miszkowska, A. & Głuchowski, A. (2015). Impact of crushing vulnerability on recycled concrete aggregate physical and mechanical properties. Scientific Review Engineering and Environmental Sciences, 24 (1), 40-53.
APA style citation in text: The first time citation in text: (Sas, Miszkowska & Głuchowski, 2015), next citation: (Sas et al., 2015)
Chicago style references: Sas, Wojciech, Anna Miszkowska, Andrzej Głuchowski. "Impact of crushing vulnerability on recycled concrete aggregate physical and mechanical properties." Scientific Review Engineering and Environmental Sciences, 67 ser., vol. 24, no 1, (2015): 40-53.
Chicago style citation in text: (Sas, Miszkowska, and Głuchowski 2015)
Bibtxt style references: @article{Sas_Miszkowska_Głuchowski_2015_PNIKS, author={Sas, Wojciech and Miszkowska, Anna and Głuchowski, Andrzej}, title={Impact of crushing vulnerability on recycled concrete aggregate physical and mechanical properties.}, journal={Scientific Review Engineering and Environmental Sciences}, URL={http://iks_pn.sggw.pl/PN67/A4/art4.pdf}, year={2015}, volume={24 (1)}, number={67}, pages={40-53}}
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