Failure mechanism of recycled aggregate concrete
By M. Casuccio, M. C. Torrijos, G. Giaccio, R. Zerbino. 2008
355 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/d81dcc3759cf4b6b2407c5217eb682c0fdc7d2fd
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Improvement of recycled concrete aggregate properties by polymer treatments (2013, background): “Generally, the physical and mechanical properties of concrete made of recycled aggregates, were found to suffer compared to natural aggregate concrete (Chakradhara et al., 2011; Kou and Poon, 2011, 2009; Casuccio et al., 2008; Achtemichuk et al., 2009; Topc u and Sengel, 2004).”
- Recycled aggregate concrete – Mechanical behavior under uniaxial and triaxial compression (2014, background): “can be observed that both the compressive strength and the Young’s modulus decrease for increasing replacement ratio R of natural by recycled coarse aggregates, coinciding with other reports in the literature [18,19,9,6,8,3,20].”