UDC:
624.1
DOI:
10.23968/1999-5571-2025-22-3-84-98
Pages:
84-98
Annotation:
Prefabricated piles driven by impact or static pressing method are widely used as foundations for designed structures. The results of a study on compliance with regulatory requirements when driving piles and their impact on the surrounding development are presented. Significant impact of massive pile driving under conditions of water-saturated clay soils on adjacent structures has been determined. It is revealed that there are no substantiated recommendations for the performance of work and calculation methods for the forecast and exclusion of technological impact from pile driving by the method of static pressing in regulatory documents. It is concluded that further studies of the processes taking place in the surrounding massif during the introduction of the pile body are necessary, as well as the development of appropriate recommendations for the implementation of work on the construction of embedded piles and calculation methods to predict their impact on existing buildings.
Keywords:
- driven piles
- pressed piles
- static pressing method
- technological settlements
- technological impact
- additional settlements
- ground vibrations
- dynamic impact
- soil displacement
- Soil heave
- забивные сваи
- сваи вдавливания
- метод статического вдавливания
- технологические осадки
- технологическое влияние
- дополнительные осадки
- колебания грунта
- динамическое воздействие
- вытеснение грунта
- выпор грунта