Evaluation of the Ability of Mining Natural By-Products as Constituents of Stabilized Rammed Earth Building Materials

In this investigation, different natural by-products were used to modify the Particle Size Distribution (PSD) of a soil to evaluate their potential in Stabilized Rammed Earth (SRE) building. Three different mixes were manufactured; (i) a mix composed entirely of a clayey soil, (ii) a mix consisted of mining by-products and clayey soil and (iii) a mix entirely based on mining by-products. Unstabilized and stabilized samples of the mixes were manufactured, using two cement dosages (2.5% and 5%) and the samples were tested to Unconfined Compressive Strength (UCS), soaked UCS and wetting and drying tests. Mining by-products demonstrated significant potential in SRE building, as their addition to the clayey soil resulted in higher UCS values compared to the UCS obtained from clayey soil alone. Unstabilized samples lost their integrity during exposure to water. The inclusion of mining by-products also showed its potential, as although the mixes did not fully meet the requirements of the soaked UCS and the wetting and drying tests, the mix containing both mining by-products and clayey soil retained its integrity in water, unlike the samples composed solely of clayey soil. M3C5 successfully met the requirements of the soaked UCS and the wetting and drying tests, further highlighting the great potential of mining by-products in SRE building.