НЕСУЧА ЗДАТНІСТЬ ПОХИЛОЇ БУРОІН’ЄКЦІЙНОЇ ПАЛІ

М.О., Фурсович; В.В., Супрунюк; Ю.Ю., Зятюк; А.П., Павлюк; М.М., Скрипник

doi:10.31713/budres.v0i46.39

Authors

M.A. Fursovych (National University of Water and Environmental Engineering, Rivne, Ukraine) https://orcid.org/0000-0003-4519-9589 (unauthenticated)
V.V. Suprunyuk (National University of Water and Environmental Engineering, Rivne, Ukraine) https://orcid.org/0000-0001-9534-4460 (unauthenticated)
Y.Y., Ziatіuk (National University of Water and Environmental Engineering, Rivne, Ukraine) https://orcid.org/0000-0003-3831-6599 (unauthenticated)
A.P., Pavlyuk (National University of Water and Environmental Engineering, Rivne, Ukraine) https://orcid.org/0000-0003-3958-0519 (unauthenticated)
M.M., Skrypnyk (National University of Water and Environmental Engineering, Rivne, Ukraine) https://orcid.org/0000-0003-4947-3477 (unauthenticated)

DOI:

https://doi.org/10.31713/budres.v0i46.39

Abstract

The theoretical issues of determining the bearing capacity of inclined bore-injection piles when strengthening foundations of shallow laying are considered.

BEARING CAPACITY OF INCLINED BORO-INJECTION PILE

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