The invention relates to a foundation treatment method adopted when an old residual
pile foundation exists during
building construction. The method comprises the steps that 1, a newly-built foundation bottom face is adopted as a base, and overexcavation is carried out towards the lower portion and the two sides; 2, the old
pile foundation exposed after overexcavation is chiseled away through a concrete chiseling
machine, and exposed steel bars in an old
pile are
cut away through electrical
welding; 3, after the ground obtained after overexcavation is leveled, gravel refilling is carried out, graded gravel with the maximum particle size of 50 mm is adopted for refilling, refilling gravel
layers are ground by a vibrating roller layer by layer, the thickness of each layer is 200-300 mm, and the degree of compaction of the refilling gravel
layers is not smaller than 0.97; 4, foundation pad
layers are laid on the refilling gravel layers, and the strength grade of concrete is not lower than C10; and 5, newly-built foundation construction is carried out above the foundation pad layers. Under the condition of meeting foundation
bearing capacity, the functions of adjusting the foundation bearing state and preventing differential settlement through an artificial mattress formed by the refilling gravel layers are achieved; and by means of the structure, construction difficulty can be greatly lowered, the construction progress can be accelerated, and a large amount of project investment can be saved.