RESEARCHES OF STRENGTH AND DEFORMATION OF FIBROBETON, REINFORCED MICROCRYSTALLINE AND BASALT FIBER
The article presents the manufacturing methods and the results of testing fibrous concrete wall rings Ø 1000 mm, reinforced with basalt fiber. The properties of new fibrous concrete reinforced with stainless microcrystalline fiber obtained on the basis of nanotechnology have been studied. The optimal compositions and the number of microcrystalline fibers for the manufacture of dispersion-reinforced structures are presented.