The results of studies of the soil reinforced bases
The article deals with the application of the soil reinforced designs to enhance the grounds. Based on the analysis of different methods for determining the stability the soil reinforced array, the author made an algorithm which is formalized in a program for calculating optimal parameters the soil reinforced array with straight and angled reinforcing strips. The novelty of the authors advanced computer software system is within the parameters of both horizontal and inclined reinforcing strips. In this paper we discussed in detail the process of conducting experimental studies developed by the authors of the new technical solutions the soil reinforced facilities from the front wall of the individual facial elements. In contrast to earlier studies reinforced soil structure viewed from the front wall face of unit elements with different parameters reinforcement height, length and angle. To obtain the most reliable behavior the soil reinforced structures when subjected to external loads were plotted - relations applied load to the critical (maximum attached) to the design value of the ratio of deviation the soil reinforced design to its height. According to the obtained graph is trendlines and equations are derived empirical relationships. The resulting graphic and empirical relationships studied design made it possible to get the most reliable behavior the soil reinforced structures when subjected to external loads in the range P = 8…250 kPa, which is necessary for their wide application in the construction field. The dependence of the optimal length reinforcing strips. Found that the use of inclined reinforcing strips significantly increases the stability of the structure as a whole, which is also confirmed by the results of theoretical studies. These studies are necessary for strengthening ground structures exposed to landslides.