Page 301 - New Trends in Eco efficient and Recycled Concrete
P. 301

c  2014)  al.,  et  (2010)  Collins  (2009)  al.  et  Dodoo  structure  Bridge  framed concrete 4-Storey  Australia  Sweden building, apartment  years  100  years  100  years  30  months  4  for  used  RCA  1. stockpile  at  air  to exposed  RCA  protection embankment  sub-  road  for  used  RCA  2.  base  75%  75%  I
                        (Marinkovi´  (2001)  data      class  strength  class  strength  class  strength  emission


                        concrete  Gajda  Statistical  USA  years  100  /  /  21%     6.9     5.4     3.8  7.6%  that assumption


                        of
                        uptake          in  ground            on        the  under


                        CO 2  (2005)    used  below  (90%)    depending
                        on  al.  et  data  countries  primarily  (2005)  country  calculated
                        studies  Kjellsen  Statistical  Nordic  years  years  unbound  applications  Lagerblad  33% 57%  the  and


                        different   70  30  RCA    75%                  equivalents


                        of            life)        for        CO 2  from  aggregate.  CO 2  for
                        Results  concrete  (secondary  application  model  rate  (mm/  captured  emitted  (%)  concrete  given  are


                        10.2   of  structure  life  Carbonation  available  carbonation  Carbonation  coefficient  Oyear)  of  CO 2  calcination  Recycled  figures

                        Table  Type  Service  Postuse  Postuse  %CaO  Ratio  to  RCA,  a These
   296   297   298   299   300   301   302   303   304   305   306