Method for improving the bearing capacity of open profiles placed in the foundation and system created using the same
摘要
<p>The method involves arranging an opened profile (1) in a building ground (2). Regions (21) of the building ground are retroactive braced with a profile wall by an introduction of displacement units in the regions of the building ground, where the regions of the building ground are closed by the opened profile. The displacement units are centrally introduced along profile axles and formed as a swellable injecting unit (3) and a full profile that is inserted in the regions of the building ground. The full profile is arranged in an inner side of the opened profile. An independent claim is also included for a system for enhancing load-carrying capacity in a building ground.</p>
