The Optimum Reinforcement Layer Number for Soil under the Ring Footing Subjected to Inclined Load

The primary components of successful engineering projects are time, cost, and quality. use the ring footing ensures presence these elements. This investigation aims to find optimum number geogrid reinforcement layers under subjected inclined loading. For this purpose, experimental models were used. parameters studied number, including spacing number. value is 0.5B. And as load inclination angle increased, tilting improvement percent for angles (5°,10°,15°) (40%,28%, 5%) respectively. reduction lateral displacement ratio (0.5B,0.75B,1B,1.25B) (16%,10%,8%,7%), found be 4. As (45%,33%, 8%), (1,2,3,4) (12%,16%,18%,20%), respectively