Abstract:

Stabilization, which is defined as the improvement of the geotechnical characteristics of stainless soils using additive materials with a puzolanic characteristics, is a easy-to-apply and cost-effective method because it is highly preferred today. In this study, the effects of the use of dispersed curve along with weapons of different characteristics as additive material on the freedom of pressure and drenage-free sliding resistance of bentonitis were studied. For this purpose, samples were prepared in which acidic and basic-like weapons were used as additive materials along with dispersed curve in different proportions, and these samples were compressed with a Standard proctor with an optimal water content value. Additional samples were prepared in different proportions, with wheels and weapons being used, and in both pre- and 28-day wheels samples were conducted Standard Proktor experiments, free pressure experiments, consolidated-free-drenage (UU) three-axis compression resistance experiments. The results of the experimental studies showed a significant increase in the resistance and cohesion values of all samples after the course. However, only 5% and only 10% of the contributed samples determined the greatest resistance and cohesion values while the use of gun contributions determined that the free pressure resistance and cohesion values were somewhat reduced.

Keywords: