The results of strengthening the foundation with a bored pile with an enlarged pile base

The article presents the results of static tests a strip foundation fragment, strengthened with bored pile, which has an enlarged pile base at its lower end. To evaluate obtained, were also carried out for load fragment without strengthening and separately located base. According to data obtained during load, dependence graphs constructed: settlements from pressure under toe settlement indentation load. As result, it was found that use as made possible increase maximum allowable on ground by average 25% reduce 43%.