The bulk density of the sand used in this study was between 2.70 and 2.90 g/cm«3 and the sand had an average particle size of 2.12mm. The sand cone test was used to evaluate the density of the PMMA-PU mortars. The test consisted of packing the sand into a cone mold (2.2 cm in diameter) and pressing the sand together. The collapse of the cone was recorded. The cone collapse (expressed in %) was calculated based on the following formula: (P - L)/P 100, where, P is the cone pressure and L is the final cone length. The analysis of density was divided into two parts. The first part analyzed the role of the addition of PU in the density of the mortars. The second part evaluated the effects of the addition of polyurea in the amount of mixing water used. In all experiments, the cone collapse value was less than 12%, indicating that the sand cone test did not damage the sample. As in the case of the thermal stability tests, the first window of weight loss between 20 and 110 °C corresponded to the evaporation of free water. The second window of weight loss between 120 and 400 °C corresponded to the loss of water from the hydrated calcium silicate (CSH) gel and the minority phases of aluminates and sulfoaluminates. The third window of weight loss between 410 and 530 °C corresponded to the decomposition of calcium hydroxide, whereby water was released and calcium oxide remained. The final window of weight loss between 550 and 950 °C corresponded to the decomposition of the calcium carbonate present in the cementitious material .
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