Experimental justification of the use of synthetic products for strengthening soils of buildings and structures

Introduction: The purpose of the research scientific article is to study stability slopes and their reinforced with synthetic materials influence reinforcement elements on stress deformation joint soil massifs. Materials Methods: At are given: tests were carried out in task head tray use materials. Results Discussion: technical for solving issues strengthening very relevant today. Synthetic geosynthetics various production methods required perform following functions combination: - slopes, walls pits embankments, bases as a result redistribution stresses arising materials, mass under action loads from vehicles its own weight; protection prevention, exclusion or slowdown process erosion, prevention interpenetration products contacting layers; filtration (slowdown), solution penetration pound particles into drainages (filter) removal (reverse filter); drainage acceleration, slowing down arrival, water filtration; waterproofing reduction diversion, inflow soils working layer subgrade. Conclusions: In tests, meshes used ensure strength edge slope at 100 kPa, 200 300 kPa: method applying slope, most compacted base elements, proposed, which leads an increase subsiding during construction buildings structures.