Model testing of a cyclically loaded gravity foundation on saturated non-cohesive soil

Publikation: Beitrag in Buch/Bericht/Sammelwerk/KonferenzbandAufsatz in KonferenzbandForschungPeer-Review

Autorschaft

  • Norman Goldau
  • Jann Eike Saathoff
  • Martin Achmus

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Details

OriginalspracheEnglisch
Titel des SammelwerksProceedings of the 33rd International Ocean and Polar Engineering Conference, 2023
Herausgeber/-innenJin S. Chung, Decheng Wan, Satoru Yamaguchi, Shiqiang Yan, Igor Buzin, Hiroyasu Kawai, Hua Liu, Ivana Kubat, Bor-Feng Peng, Ali Reza, Venkatachalam Sriram, Suak Ho Van
Herausgeber (Verlag)International Society of Offshore and Polar Engineers
Seiten1349-1356
Seitenumfang8
ISBN (Print)9781880653807
PublikationsstatusVeröffentlicht - 2023
Veranstaltung33rd International Ocean and Polar Engineering Conference, ISOPE 2023 - Ottawa, Kanada
Dauer: 19 Juni 202323 Juni 2023

Publikationsreihe

NameProceedings of the International Offshore and Polar Engineering Conference
ISSN (Print)1098-6189
ISSN (elektronisch)1555-1792

Abstract

Offshore wind turbines are required to help transition the power supply in Germany from fossil fuels to renewable energies. To achieve this ambitious goal, ever larger wind turbines with a total height of over 300 meters are intended to be used in future. The wind turbines as well as the foundation structure are particularly exposed to cyclic wind and wave loads. Therefore, the design has to focus on the accumulation of deformations due to cyclic loads. The objective of this paper is to present the behavior of a gravity-based foundation under drained cyclic loads. A new small-scale model stand for experimental investigations was built. In this study the method for the sand preparation before each test is described in detail. It is shown that a sufficiently homogeneous state exists before starting the monotonic and cyclic test series, so that tests with the same conditions can be reproduced. The test stand allows to investigate drained as well as partially undrained loading conditions. In this study, the movement of the foundation due to drained cyclic loading is investigated and interpreted. The results from the new stand will in future be used to validate developed numerical methods.

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Model testing of a cyclically loaded gravity foundation on saturated non-cohesive soil. / Goldau, Norman; Saathoff, Jann Eike; Achmus, Martin.
Proceedings of the 33rd International Ocean and Polar Engineering Conference, 2023. Hrsg. / Jin S. Chung; Decheng Wan; Satoru Yamaguchi; Shiqiang Yan; Igor Buzin; Hiroyasu Kawai; Hua Liu; Ivana Kubat; Bor-Feng Peng; Ali Reza; Venkatachalam Sriram; Suak Ho Van. International Society of Offshore and Polar Engineers, 2023. S. 1349-1356 (Proceedings of the International Offshore and Polar Engineering Conference).

Publikation: Beitrag in Buch/Bericht/Sammelwerk/KonferenzbandAufsatz in KonferenzbandForschungPeer-Review

Goldau, N, Saathoff, JE & Achmus, M 2023, Model testing of a cyclically loaded gravity foundation on saturated non-cohesive soil. in JS Chung, D Wan, S Yamaguchi, S Yan, I Buzin, H Kawai, H Liu, I Kubat, B-F Peng, A Reza, V Sriram & SH Van (Hrsg.), Proceedings of the 33rd International Ocean and Polar Engineering Conference, 2023. Proceedings of the International Offshore and Polar Engineering Conference, International Society of Offshore and Polar Engineers, S. 1349-1356, 33rd International Ocean and Polar Engineering Conference, ISOPE 2023, Ottawa, Kanada, 19 Juni 2023.
Goldau, N., Saathoff, J. E., & Achmus, M. (2023). Model testing of a cyclically loaded gravity foundation on saturated non-cohesive soil. In J. S. Chung, D. Wan, S. Yamaguchi, S. Yan, I. Buzin, H. Kawai, H. Liu, I. Kubat, B.-F. Peng, A. Reza, V. Sriram, & S. H. Van (Hrsg.), Proceedings of the 33rd International Ocean and Polar Engineering Conference, 2023 (S. 1349-1356). (Proceedings of the International Offshore and Polar Engineering Conference). International Society of Offshore and Polar Engineers.
Goldau N, Saathoff JE, Achmus M. Model testing of a cyclically loaded gravity foundation on saturated non-cohesive soil. in Chung JS, Wan D, Yamaguchi S, Yan S, Buzin I, Kawai H, Liu H, Kubat I, Peng BF, Reza A, Sriram V, Van SH, Hrsg., Proceedings of the 33rd International Ocean and Polar Engineering Conference, 2023. International Society of Offshore and Polar Engineers. 2023. S. 1349-1356. (Proceedings of the International Offshore and Polar Engineering Conference).
Goldau, Norman ; Saathoff, Jann Eike ; Achmus, Martin. / Model testing of a cyclically loaded gravity foundation on saturated non-cohesive soil. Proceedings of the 33rd International Ocean and Polar Engineering Conference, 2023. Hrsg. / Jin S. Chung ; Decheng Wan ; Satoru Yamaguchi ; Shiqiang Yan ; Igor Buzin ; Hiroyasu Kawai ; Hua Liu ; Ivana Kubat ; Bor-Feng Peng ; Ali Reza ; Venkatachalam Sriram ; Suak Ho Van. International Society of Offshore and Polar Engineers, 2023. S. 1349-1356 (Proceedings of the International Offshore and Polar Engineering Conference).
Download
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abstract = "Offshore wind turbines are required to help transition the power supply in Germany from fossil fuels to renewable energies. To achieve this ambitious goal, ever larger wind turbines with a total height of over 300 meters are intended to be used in future. The wind turbines as well as the foundation structure are particularly exposed to cyclic wind and wave loads. Therefore, the design has to focus on the accumulation of deformations due to cyclic loads. The objective of this paper is to present the behavior of a gravity-based foundation under drained cyclic loads. A new small-scale model stand for experimental investigations was built. In this study the method for the sand preparation before each test is described in detail. It is shown that a sufficiently homogeneous state exists before starting the monotonic and cyclic test series, so that tests with the same conditions can be reproduced. The test stand allows to investigate drained as well as partially undrained loading conditions. In this study, the movement of the foundation due to drained cyclic loading is investigated and interpreted. The results from the new stand will in future be used to validate developed numerical methods.",
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N1 - Publisher Copyright: © 2023 by the International Society of Offshore and Polar Engineers (ISOPE).

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