Zobrazeno 1 - 3
of 3
pro vyhledávání: '"Hamidou Hamadoum Tamboura"'
Publikováno v:
Soils and Foundations, Vol 62, Iss 5, Pp 101204- (2022)
In the current practices, the evaluation method for the bearing capacity of small-diameter spiral piles is a conservative method performed on the safe side, since it does not consider the integration effect with the surrounding ground due to rotation
Externí odkaz:
https://doaj.org/article/fcf273c636d541deaf63165ac7b68fec
Publikováno v:
Soils and Foundations, Vol 62, Iss 4, Pp 101182- (2022)
An Incompletely End Supported Pile (IESP) is a pile in a soft soil layer underlain by a hard soil layer that does not reach the bottom hard layer in practice. This study estimates the end bearing capacity of IESP by using an inhouse Rigid Plastic FEM
Externí odkaz:
https://doaj.org/article/c6faf01231234e74ac9220da7b8e0ed6
Publikováno v:
International Journal of GEOMATE; May2024, Vol. 26 Issue 117, p87-99, 13p