METHOD FOR INCREASING LOAD-BEARING CAPACITY OF SOIL

摘要

the object of the invention is the procedure of soil physical parameters and teherbu00edru00f3ku00e9pessu00e9gu00e9nek consolidation time and to increase, as well as to reduce the vu00e1rhatu00f3su00fcllyedu00e9su00e9nek, which is loose or is concluded, and the su00edkalapozu00e1st construction makes it possible puhatalajokon he owns.the talu00e1lmu00e1nyszerinti procedure ejtu0151du00f6ngu00f6lu00e9ssel or develop vibrosajtolu00e1ssal atalajban cavity, and the cavity kulu00e9kavicsot granular additive, preferably into the soil, and the adalu00e9kanyagotejtu0151du00f6ngu00f6lu00e9ssel betu00f6mu00f6ru00edtik.according to the invention that the ejtu0151du00f6ngu00f6lu00e9s elju00e1ru00e1sjellemzu0151je, during the original structure of the soil, the soil betu00f6mu00f6ru00edtettadalu00e9kanyag u00f6sszeroncsolja azadalu00e9kanyag struktu00faru00e1lu00f3dik and the local soil, and then the generated u00fcregbetovu00e1bbi are additive, which further ejtu0151d u00f6ngu00f6lu00e9sseljuttatnak into the soil, the soil aggregate, and this process will continue to valu00f3telu00edtu0151du00e9su00e9ig,in the soil with an external compressed helyitalajzu00f3nu00e1t, as well as a soil additive is a mixture of local and u00e1llu00f3belsu0151 condensed talajzu00f3nu00e1t trained, which then form the u00e9pu00edtmu00e9nysu00edkalapozu00e1su00e1t. oh