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Research Article: Tawashi & AlAmoudi                                                            65


            Table 2. SCC fresh properties:
                               Cement
                                                                                        J-ring
                    Mixture    quantity      W/C  Superplasticizer   Slump Flow       (sec)             (DJ %)  Segregation Test

                                                     (%)
                                                                  SF (cm)
                                                                                                     (SR%)


                                (    kg/m 3 )
                 SCC-HRW-550       550      0.39        2.0           58         5.40       86          6.42
                 SCC-HRW-500       500      0.39        2.5           52         4.86       96          4.06
                 SCC-HRW-450       450      0.39        2.5          -           -        -            -
                    Allowed                                          55-65       -         ≥80%        ≤15%
                                                                  plasticizer by reducing the ratio W/C up to 13%.
            Strength  of  SCC  Samples  on  the  Uni-Axial        Thus,  there  is  an  improvement  in  the  SCC
            Compression                                           concrete  in  terms  of  strength  and  strain
            The  laboratory  tests  result  of  SCC  cylindrical   behavior. Figure 4.
            samples    produced     locally   at   uni-axial
            compression   [14]  show the contribution of the













                                           Fig. 4. Fracture Test of SCC Cylindrical Samples

            According to laboratory tests, an increase in the     This  can  be  explained  by  the  change  in  the
            strength of concrete containing plasticizer HRW       molecular structure of SCC mixtures when the
            (high  reduction  water)  by  2%  of  the  cement     ratio W/C is stable. So, it is better to use a higher
            weight up to 12% has been noted, compared to          quantity  of  cement  for  a  lower  plasticizer
            the  reference  sample,  which  has  the  same        percentage,  and  stability  by  a  ratio  of  W/C.
            proportions  of  materials  but  without  a           Since the concrete molecular structure is made
            plasticizer.  The  plasticizer  in  all  concrete     up of two components, aggregates and paste.
            mixtures  contributed  to  an  increase  in  the      Aggregates  are  generally  classified  into  two
            operability and a decrease in the W/C ratio. The      groups, fine and coarse, and occupy about 70%
            percentage up in the strength was due to the          of the mix volume. The paste is composed of
            quantity of cement used, the type of plasticizer,     cement, water, and entrained air and ordinarily
            the percentage of plasticizer, and the W/C ratio      constitutes 30% of the remaining volume.
            [15] . The decrease in the compression strength       The major change in the molecular structure of
            was  observed  by  using  a  lower  quantity  of      the  mixture  under  the  influence  of  the
            cement with a higher percentage of plasticizer.       superplasticizer is on the cement paste, which


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