On influence of the pyramidal part of pyramidal-prismatic piles on their power capacity and bearing capability

МРНТИ 67.11.29                                                                                           №2 (2021г.)

Bekbasarov I.I., Shamshabaev N.А.

 

The article presents the results of driving and static tests for vertical indentation loads of pyramidal-prismatic models and prismatic piles in laboratory conditions. It was found that with an increase in the size of the upper section of the pyramidal section of pyramidal-prismatic piles, the energy costs for their driving, as well as their bearing capacity, also increase. It was revealed that the energy intensity of driving pyramidal-prismatic piles (depending on the length and size of the upper section of the pyramidal part) can be 1.05-1.6 times higher or 36-58% lower than that of prismatic piles (with a section of 20 × 20 and 30 × 30 cm). A correlation dependence has been obtained, which makes it possible to predict the bearing capacity of pyramidal-prismatic piles with known values of the bearing capacity of traditional prismatic piles. The revealed features of the behavior of pyramidal-prismatic piles make it possible to reasonably assign the length and
dimensions of the section of their pyramidal part.
Keywords: pyramidal-prismatic pile, prismatic pile, specific energy intensity, bearing capacity, specific bearing capacity, settlem.

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