Analysis of the results of field tests and numerical modeling to determine the settlement of piles in astana city

Abstract

A comparative analysis of the results of field tests and numerical modeling to determine the bearing capacity and settlement of a driven piles at medical facilitie at Astana are presented. The aim of the study was to carry out a comparative analysis of the results of numerical modeling and static tests in order to identify the difference in settlement of test pile under the design load. The results of settlement of the pile, determined by numerical modeling, is slightly lower than from static tests, with a difference in results being in 7%.