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TECHNICAL PAPER


           Table 3: Quantity of ingredients for GPCT, GPCA and CC (kg/cubic metre volume)

                                        GPCT                          GPCA                           CC
              MATERIALS
                              A      B       C       D      E       F      G       H      I       J      K       L
           Fly ash           300     380    460     540    288    364.8   441.6  518.4    0       0      0       0
           Cement             0       0      0       0      12     15.2   18.4    21.6   300     358     402    465
                              80    101.33  122.67  144     80    101.33  122.67  144     0       0      0       0
           Na 2 SiO 3
           NaOH               40    50.67   61.33   72      40    50.67   61.33   72      0       0      0       0
           River sand        314     299    285     270    314     299    285     270    302     292     286    276
           Sea sand          384     366    348     330    384     366    348     330    370     358     349    338
           C.A.-20 mm        915     872    829     786    915     872    829     786    874     844     825    798
           C.A.-10 mm        388     370    352     334    388     370    352     334    374     362     354    342
           Water             78.34   60.5   42.7    24.8   78.34   60.5   42.7    24.8   180     187     185    182
           w/b ratio         0.41    0.32   0.26    0.22   0.41    0.32   0.26    0.22    0.6    0.52   0.46    0.39
            Super-plasticizer  1.51  1.9    3.7     5.4    1.51    1.9     3.7    5.4     0       0      0       0


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           2.3  Methodology                                       at ambient temperature 27  C to 39  C up to its testing for
                                                                  compressive strength. The ambient curing has been provided
           Mixing and casting of GPC has been carried out as per the   to the specimens of mixes E, F, G and H from casting to till
           specification of Indian standard for conventional concrete. The   testing. The specimen of mixes I, J, K and L has been removed
           mixes A, B, C, D and mixes E, F, G, H have been prepared for   from mould after twenty four hours and put in the water tank for
           GPCT and GPCA respectively. Similarly the mixes I, J, K, L have   curing up to 28 days.
           been prepared for CC. After 24 hours of casting of specimens of
                                                  o
           mixes A, B, C and D, the temperature curing of 80 C has been   Total 504 cubes have been prepared for durability test. Out
           provided for the duration of 24 hours. For temperature curing,   of that, 252 cube specimens have been taken for acid attack
           the hot air oven has been used. After temperature curing, cubes   test and another 252 cubes for sulphate attack test. A total of
           has been removed from the mould and kept in a laboratory   252 cubes were used, with the first 84 cubes made of GPCT, the
                                                                  next 84 cubes made of GPCA, and the remaining cubes made
           Table 4: Workability and compressive strength of       of CC. For compressive strength and durability test 100 × 100  ×
           GPCT, GPCA and CC                                      100 mm size cube has been casted. The compressive strength
                                                                  has been carried out after 28 days. Total 36 cube specimens has
                                                     28 DAYS
                            WATER/    WORKABILITY
            TYPES OF                              COMPRESSIVE     been tested for compressive strength of GPCT, GPCA and CC.
            CONCRETE  MIX   BINDER    BY SLUMP TEST   STRENGTH (f cu )   The average strength of three specimens were calculated for
                            RATIO        (mm)
                                                      (MPa)
                                                                  each mix and considered as the final strength.
                      A       0.4        265          25.73
                                                                  The specimens of size 100  × 100 × 100 mm is used for the
                      B      0.31        240          30.81
              GPCT                                                test of acid attack and sulphate attack. The attack of acid
                      C      0.25        225          36.96
                                                                  and sulphate has been measured in terms of weight loss,
                      D      0.21        210          40.59       compressive strength and visual appearance of concrete at
                      E       0.4        240          26.28       specific interval of exposure. Before putting the specimens in
                       F     0.31        210          30.35       the acid and sulphate solution initial weight of each specimen
             GPCA                                                 has been recorded with their identification. The specimens
                      G      0.25        195          35.93
                                                                  were placed sequentially in the tank according to their mix
                      H      0.21        180          39.7        and type. So that identification of specimens will be easy even
                       I      0.6        180         25.207       after removal of their identification mark due to attack. The
                       J     0.52        160          30.78       compressive strength and weight loss / gain is recorded after
               CC                                                 seven different immersion periods throughout the year. The
                      K      0.46        145         34.865
                                                                  immersion / exposure period was one week, four weeks, eight
                       L     0.39        130         40.755       weeks, twelve weeks, twenty-four week, thirty-six week and fifty-


        70    THE INDIAN CONCRETE JOURNAL | FEBRUARY 2026
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