Details
| Originalsprache | Englisch |
|---|---|
| Titel des Sammelwerks | Offshore Site Investigation Geotechnics 9th International Conference Proceeding |
| Seiten | 1622-1628 |
| Seitenumfang | 7 |
| Publikationsstatus | Veröffentlicht - 1 Jan. 2023 |
| Veranstaltung | 9th International Conference on Innovative Geotechnologies for Energy Transition, 2023 - London, Großbritannien / Vereinigtes Königreich Dauer: 12 Sept. 2023 → 14 Sept. 2023 |
Publikationsreihe
| Name | Offshore Site Investigation and Geotechnics |
|---|---|
| ISSN (Print) | 2754-6322 |
Abstract
Accurate modelling of the pile-soil interaction for offshore support structures is a great challenge for the industry. A main influencing parameter is the installation technique and the effects to the surrounding soil. As the numerical modelling of a pile installation process is time consuming, piles are usually modelled numerically as wished-in-place structures. When using this modelling strategy, the initial soil parameters should be adapted, depending on the installation technique. Especially for offshore piles, there are currently no general approaches to consider these installation effects. In this contribution a brief summary regarding impact and vibratory driven installation and their influence on the lateral load-bearing behavior is given. Furthermore, experimental results as well as a hypoplastic numerical prediction of a large-scale impact driven monopile test are presented and their results are evaluated. Finally, conclusions about the consideration of installation effects when modeling the pile load bearing behavior are drawn.
ASJC Scopus Sachgebiete
- Ingenieurwesen (insg.)
- Meerestechnik
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Offshore Site Investigation Geotechnics 9th International Conference Proceeding. 2023. S. 1622-1628 (Offshore Site Investigation and Geotechnics).
Publikation: Beitrag in Buch/Bericht/Sammelwerk/Konferenzband › Aufsatz in Konferenzband › Forschung › Peer-Review
}
TY - GEN
T1 - Numerical model of a large scale monopile test in non-cohesive soil
AU - Spill, S.
AU - Lillie, C.
AU - Collmann, M.
N1 - Publisher Copyright: © 2023, Society for Underwater Technology. All rights reserved.
PY - 2023/1/1
Y1 - 2023/1/1
N2 - Accurate modelling of the pile-soil interaction for offshore support structures is a great challenge for the industry. A main influencing parameter is the installation technique and the effects to the surrounding soil. As the numerical modelling of a pile installation process is time consuming, piles are usually modelled numerically as wished-in-place structures. When using this modelling strategy, the initial soil parameters should be adapted, depending on the installation technique. Especially for offshore piles, there are currently no general approaches to consider these installation effects. In this contribution a brief summary regarding impact and vibratory driven installation and their influence on the lateral load-bearing behavior is given. Furthermore, experimental results as well as a hypoplastic numerical prediction of a large-scale impact driven monopile test are presented and their results are evaluated. Finally, conclusions about the consideration of installation effects when modeling the pile load bearing behavior are drawn.
AB - Accurate modelling of the pile-soil interaction for offshore support structures is a great challenge for the industry. A main influencing parameter is the installation technique and the effects to the surrounding soil. As the numerical modelling of a pile installation process is time consuming, piles are usually modelled numerically as wished-in-place structures. When using this modelling strategy, the initial soil parameters should be adapted, depending on the installation technique. Especially for offshore piles, there are currently no general approaches to consider these installation effects. In this contribution a brief summary regarding impact and vibratory driven installation and their influence on the lateral load-bearing behavior is given. Furthermore, experimental results as well as a hypoplastic numerical prediction of a large-scale impact driven monopile test are presented and their results are evaluated. Finally, conclusions about the consideration of installation effects when modeling the pile load bearing behavior are drawn.
UR - http://www.scopus.com/inward/record.url?scp=85207949590&partnerID=8YFLogxK
U2 - 10.3723/JWKP7538
DO - 10.3723/JWKP7538
M3 - Conference contribution
AN - SCOPUS:85207949590
SN - 9780906940594
T3 - Offshore Site Investigation and Geotechnics
SP - 1622
EP - 1628
BT - Offshore Site Investigation Geotechnics 9th International Conference Proceeding
T2 - 9th International Conference on Innovative Geotechnologies for Energy Transition, 2023
Y2 - 12 September 2023 through 14 September 2023
ER -