METHOD FOR INCREASING LOAD-BEARING CAPACITY OF SOIL

摘要

The invention relates to a method for increasing value of physical parameters and load-bearing capacity of soil as well as decreasing consolidation time and expectable settlement, during which a hollow is created by ramming or vibropressing in the soil and a grainy additive, preferably coarse gravel is put into the hollow, then this additive is compacted into the soil by ramming, which is characterized by that, during the ramming the additive compacted into the soil breaks down the original structure of soil and the additive is restructured with the local soil, then additional additive is put into the hollow by additional ramming and this process is repeated until the soil is filled with additive, by this an outer compacted local soil-zone and an inner compacted local soil-zone consisting of a mixture of the additive and the local soil are created, and on said soil a plane basement of a building is made.