VERTICALLY-REINFORCED BASES WITH RIGID LARGE ELEMENTS FROM SOILCONCRETE
Keywords:
geomassive, vertical reinforcing, soil-concrete, researches, material characteristics, classification, efficiencyAbstract
In this article the question of hardening of bases with lowered durability by innovative method of vertical reinforcing of grounds is considered. Total results of the research, working out of constructive decisions for hardening grounds of geomassives by vertical reinforcing (VR) method with use as rigid large elements of innovative piles of consolidation from soil-concrete on the basis of local grounds (the cheapest initial material) are stated. Following the results of experimental researches of properties of soil-concrete from various grounds of Byelorussian region it is shown, that it is a reliable material both for not bearing elements of hardening grounds, and for bearing elements of the pile bases (piles); classification, scope and methods of designing of constructive decisions from soil-concrete are developed. It will provide depreciation and labour inputs of the VR bases in comparison with technologies and designs of geofiles with use of traditional piles not less, than on (30-50) %.