Choice of structural and technological solutions for engineering preparation of bases for foundations

Abstract

The object of the research is a comprehensive assessment of the choice of structural and technological solutions for the engineering preparation of soil foundations using the methods of dynamic compaction with heavy rammers. It is proposed in the studies to choose the optimal solution according to the criteria of both efficiency and preference with sequential or selective implementation of certain target groups: multipurpose choice from a set of goals; optimization on a set of conditions and in dynamics; multi-vector optimization, etc. Location of the options according to preference, the main directions for optimizing the options for constructive and technological solutions and the best option for the engineering preparation of the base for the foundations were identified on the basis of the proposed method for the experimental site.

Keywords

• foundations
• engineering preparation
• dynamic compaction
• choice of solutions
• optimization