Pullout Capacity of Suction Anchors via 1G Model Tests Assuming Liquefied Sandy Ground
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-9722-0_189
Reference10 articles.
1. Ueda K, Uzuoka R, Iai S, Okamura T (2020) Centrifuge model tests and effective stress analysis of offshore wind turbine systems with a suction bucket foundation subject to seismic load. Soils Found 60(6):1546–1569
2. Esfeh PK, Kaynia AM (2019) Numerical modeling of liquefaction and its impact on anchor piles for floating offshore structures. Soil Dyn Earthq Eng 127:105839
3. Esfeh PK, Kaynia AM (2020) Earthquake response of monopiles and caissons for Offshore Wind Turbines founded in liquefiable soil. Soil Dyn Earthq Eng 136:106213
4. Esfeh PK, Govoni L, Kaynia AM (2021) Seismic response of subsea structures on caissons and mudmats due to liquefaction. Mar Struct 78:102972
5. Zhang M-H, Yin Z-Y, Fu Y (2023) Numerical investigation of pullout capacity and failure mechanism of suction anchors with mooring line in sand. Ocean Eng 280:114837
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