Experimental design to determine the optimal value in the use of factors affecting the compressive strength of bricks. It is applied to the full-image factorial experimental method. The full factorial experiment for the expected factors that may affect bricks for the above experiments consists of two factors: the ratio of cane fibers, the set of the experiment level to 3 levels, and the sintering temperature. The trial level is set to 2 levels, each with five levels of factors at a time, with a total of 30 trials. It was found that the amount of sugarcane leaves mixed in bricks with a ratio of 10% at a sintering temperature of 1000◦C, which provided the properties of the bricks in accordance with TIS 77 – 2002 standard on ordinary brick construction, was an average compressive strength of 13.45 MPa, which passed TIS 77-2545(2002) quality. c With compressive strength of 9 MPa and second only to the amount of sugarcane leaves mixed in bricks with a ratio of 5% at a temperature of 1000 ◦C. The average compressive strength is 10.17 MPa, the ideal mixing rate for this vision is 5%, 10% at 1000◦C.
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