Table 3: Mix proportion for the AACB mortars.

Formulations Group Name Materials (kg/m3)*
PC FA CH Sand SS SH SP WT PCM
90FA_10CH_12M_2.5S/H_0.8A/B A 0 438.5 48.7 1461.5 278 111.7 0 0 0.0
90FA_10PC_12M_2.5S/H_0.8A/B E 49 441.5 0 1471.3 280 112.5 0 0 0.0
90FA_10CH_12M_2.5S/H_0.7A/B_1.0SP B 0 448.4 49.9 1495.6 249.1 99.7 5.5 0 0.0
90FA_10CH_12M_2.0S/H_0.7A/B_1.0SP C 0 445 49.5 1483.4 230.8 115.4 5.5 0 0.0
90FA_10CH_12M_1.5S/H_0.7A/B_1.0SP D 0 439.8 48.9 1465.8 206.3 137.9 5.4 0 0.0
90FA_10CH_10PCM_12M_2.5S/H_0.8A/B A 0.0 421 46.8 1262.8 266.9 107.2 0.0 0.0 32.3
90FA_10PC_10PCM_12M_2.5S/H_0.8A/B E 47.1 423.6 0.0 1270.8 268.6 107.9 0.0 0.0 32.5
90FA_10CH_10PCM_12M_2.5S/H_0.7A/B_1.5SP B 0.0 428.9 47.7 1286.8 238.3 95.3 7.9 0.0 32.9
90FA_10CH_10PCM_12M_2.0S/H_0.7A/B_1.5SP C 0.0 425.8 47.3 1277.5 220.8 110.4 7.9 0.0 32.6
90FA_10CH_10PCM_12M_1.5S/H_0.7A/B_1.5SP D 0.0 421 46.8 1263.1 197.5 132 7.8 0.0 32.3
90FA_10CH_20PCM_12M_2.5S/H_0.8A/B A 0.0 422.3 46.9 1125.9 267.7 107.6 0.0 0.0 50
90FA_10PC_20PCM_12M_2.5S/H_0.8A/B E 47.2 424.9 0.0 1133.2 269.5 108.3 0.0 0.0 50.4
90FA_10CH_20PCM_12M_2.5S/H_0.7A/B_1.5SP B 0.0 430.3 47.8 1147.5 239 95.6 7.8 0.0 51
90FA_10CH_20PCM_12M_2.0S/H_0.7A/B_1.5SP C 0.0 427.2 47.5 1139.2 221.5 110.8 7.9 0.0 50.6
90FA_10CH_20PCM_12M_1.5S/H_0.7A/B_1.5SP D 0.0 422.3 46.9 1126.2 198.1 132.4 7.8 0.0 50
90FA_10CH_30PCM_12M_2.5S/H_0.8A/B A 0.0 393.1 43.7 917.3 249.3 100.2 0.0 0.0 87.4
90FA_10PC_30PCM_12M_2.5S/H_0.8A/B E 43.9 395.5 0.0 922.9 250.8 100.8 0.0 0.0 87.9
90FA_10CH_30PCM_12M_2.5S/H_0.7A/B_1.5SP B 0.0 400.1 44.5 933.6 222.3 88.9 7.4 0.0 89
90FA_10CH_30PCM_12M_2.0S/H_0.7A/B_1.5SP_3.0W C 0.0 391.5 43.5 913.5 203 101.5 7.2 14.5 87.1
90FA_10CH_30PCM_12M_1.5S/H_0.7A/B_1.5SP_3.0W D 0.0 387.4 43 904 181.7 121.5 7.2 14.3 86.2

*PC: Portland Cement; FA: Fly Ash; CH: Calcium Hydroxide; SS: Sodium Silicate; SH: Sodium Hydroxide; SP: Superplastisizer; PCM: Phase Change Materials; and WT: Water.

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