Foundations of wind turbines, bridges, offshore platforms, industrial chimneys, retaining
structures, marine and harbor structures etc. can be loaded with significant horizontal loads from
various sources. Appropriate assessment of the foundations capacity of these structures is
necessary, especially when these structures are supported by pile groups. The horizontal loading
on the pile group may have arbitrary direction. This paper addresses some important aspects of
FEM numerical modeling of a bored pile group under arbitrary horizontal loading. Model
parameters, validation and post-processing techniques are presented and discussed. The full 3D
FEM model was found to be necessary for the correct problem solution.
Keywords:
pile group / horizontal loading / PLAXIS 3D / Python / HS model
Source:
Proceedings of International Symposium ASES 2020, 2021, 1
TY - CONF
AU - Marjanović, Miloš
AU - Vukićević, Mirjana
AU - König, Diethard
PY - 2021
UR - https://grafar.grf.bg.ac.rs/handle/123456789/2552
AB - Foundations of wind turbines, bridges, offshore platforms, industrial chimneys, retaining
structures, marine and harbor structures etc. can be loaded with significant horizontal loads from
various sources. Appropriate assessment of the foundations capacity of these structures is
necessary, especially when these structures are supported by pile groups. The horizontal loading
on the pile group may have arbitrary direction. This paper addresses some important aspects of
FEM numerical modeling of a bored pile group under arbitrary horizontal loading. Model
parameters, validation and post-processing techniques are presented and discussed. The full 3D
FEM model was found to be necessary for the correct problem solution.
C3 - Proceedings of International Symposium ASES 2020
T1 - Numerical model of bored pile group under arbitrary horizontal loading
VL - 1
UR - https://hdl.handle.net/21.15107/rcub_grafar_2552
ER -
@conference{
author = "Marjanović, Miloš and Vukićević, Mirjana and König, Diethard",
year = "2021",
abstract = "Foundations of wind turbines, bridges, offshore platforms, industrial chimneys, retaining
structures, marine and harbor structures etc. can be loaded with significant horizontal loads from
various sources. Appropriate assessment of the foundations capacity of these structures is
necessary, especially when these structures are supported by pile groups. The horizontal loading
on the pile group may have arbitrary direction. This paper addresses some important aspects of
FEM numerical modeling of a bored pile group under arbitrary horizontal loading. Model
parameters, validation and post-processing techniques are presented and discussed. The full 3D
FEM model was found to be necessary for the correct problem solution.",
journal = "Proceedings of International Symposium ASES 2020",
title = "Numerical model of bored pile group under arbitrary horizontal loading",
volume = "1",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2552"
}
Marjanović, M., Vukićević, M.,& König, D.. (2021). Numerical model of bored pile group under arbitrary horizontal loading. in Proceedings of International Symposium ASES 2020, 1.
https://hdl.handle.net/21.15107/rcub_grafar_2552
Marjanović M, Vukićević M, König D. Numerical model of bored pile group under arbitrary horizontal loading. in Proceedings of International Symposium ASES 2020. 2021;1.
https://hdl.handle.net/21.15107/rcub_grafar_2552 .
Marjanović, Miloš, Vukićević, Mirjana, König, Diethard, "Numerical model of bored pile group under arbitrary horizontal loading" in Proceedings of International Symposium ASES 2020, 1 (2021),
https://hdl.handle.net/21.15107/rcub_grafar_2552 .
