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494                               New Trends in Eco-efficient and Recycled Concrete

         16.3.6.2 Permeability of RAC versus with water absorption

         Fig. 16.14 illustrates the relationship between the water absorption values of RAC
         and the permeability indicators (bulk electrical conductivity, chloride-ion penetra-
         tion and gas permeability). The major results can be summarised as follows: (1)
         with increasing amount of NRCAs in RAC, the values of the permeability indica-
         tors gradually increased; and (2) the permeability of the RAC decreased with the
         use of the C-NRCAs. Moreover, a general trend is that all the permeability indica-
         tors had good correlations with the water absorption values of RAC. It can be con-
         cluded that the water absorption value of RAC tested in this study may be
         considered as a good criterion to indicate the permeability of RAC.


         16.3.7 Performance improvement of RAC prepared with
                 C-NRCAs

         Table 16.3 lists the improvement of RAC prepared with 100% C-NRCAs. It can be
         observed that the improvement on static compressive strength and flexural strength
         was 22.6% and 28.7%, respectively. For durability, the improvement was 17.3%,
         15.1%, 36.4% and 42.4% for water absorption, bulk electrical conductivity, chloride
         permeability and gas permeability, respectively. These improvements should be
         mainly attributed to the enhancement of NRCAs as well as the ITZ improvement in
         the RAC.
           However, the permeability of RAC prepared with the C-NRCAs is still not
         comparable to that of the reference concrete prepared with NAs. In order to



          Table 16.3 Improvement in mechanical properties and permeability of RAC prepared with
          C-NRCAs
                                         RAC       RAC           Improvement
                                         prepared  prepared      due to
                   Performance
                                         with      with          carbonation
                                         NRCAs     C-NRCAs       (%)
          Mechanical  Static compressive  38.6     47.3          22.6
                       strength (MPa)
                     Flexural strength   3.2       4.1           28.7
                       (MPa)
          Durability  Water absorption (%)  8.8    7.5           14.8
                     Bulk electrical     25.2      21.4          15.1
                       conductivity (mS/m)
                     Chloride-ion        9440      6003          36.4
                       permeability
                       (coulombs)
                                    2
                     Gas permeability (m )  22.1   12.7          42.4
          RAC, Recycled aggregate concrete.
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