Analysis of static tests of field results of precast driven piles

At this research, a detailed analysis of 25 field trials on various piles driven in various locations in Iraq between 1990 and 2021 is presented. To assess each pile’s capacity to support a pile, this study uses six unique methods. These are actions (Davison offset limit, Chin konder, Brinch Hansen 80 percent, De court, De Beer, Fuller&Hoy and Butler &Hoy) Analysis has demonstrated that the failure of the pile will occur when the settlement reaches 0.5 mm and 25% of the design load is applied. may be foreseen with pile testing, permitting the required action to be taken before the pile falls. The Brinch Hansen 80 percent approach can be used to test trial and operational piles. Furthermore, with little settlement, the De Beer and modified Chin Knoder techniques provide a tolerable maximum load capacity.