... presented herein, provides a valuable resource for researchers and engineers developing or validating design models for offshore foundations subjected to cyclic loading. Corresponding author Anderson Peccin da Silva (anderson.peccindasilva@deltares.nl) 10 10 2025 30 04 2026 © 2026...

...Andrea Diambra; Michael John Brown; Tansu Gokce; Craig Davidson; Adam Crewe; David Williams; Tony Horseman; Stuart Flint; Matthew Ward; Anastasios Sextos This paper presents the results of large-scale uplift tests on pad foundations conducted at the UKCRIC Soil-Foundation–Structure Interaction...

...André Arnold; Gregor Portmann; Qiang Li Due to very low noise emission during installation, prefabricated concrete screw-type piles ( PCSP ) could potentially be viable options as foundations for offshore and onshore structures. However, little attention has been paid to the axial load-bearing...

...Lampros Sakellariadis; Athanasios Agalianos; Simone Alber; Jürg Giger; Ioannis Anastasopoulos The paper introduces a new apparatus for centrifuge model testing of foundations subjected to monotonic and cyclic combined planar loading under constant vertical load. The new experimental setup...

...Atish K. Das; Chittaranjan Patra; Khaled Sobhan The deformation behaviour of footing under the load from the superstructure is fundamental to foundation design consideration. The deformation of footing changes when subjected to moment along with the central vertical load. The application of moment...

...Congcong Han, PhD; Kai Li, BEng; Jun Liu, PhD Bucket foundations are usually used as foundations to support offshore wind turbines or anchors to secure floating platforms. Although many researchers have investigated the performance of the bucket foundation in sand and clay, there still exist...

... to improving the understanding of vibro-driving mechanisms and thereby improve future engineering predictions. 01 10 2023 24 08 2024 Emerald Publishing Limited: All rights reserved 2025 foundations geotechnical centrifuge modelling monopiles offshore engineering physical modelling...

...Jia-Hui Wang, MSc; Ji-Wei Jiang, PhD; Yi-Fei Sun, PhD; Bao-Tian Wang, PhD; Shao-Yang Han, PhD; Jin-Yu Zuo, MSc; Wen-Wei Li, MSc; Yang Tang, PhD In gravel pile composite foundation stability design, the shear strength of composite foundation is critically important. However, due to the size...

... cyclic loading. This section details the test programme. 01 04 2023 27 02 2024 Emerald Publishing Limited: All rights reserved 2024 footings foundations loads & loading model tests The rapid expansion of urbanisation promotes the development of underground...

... is the use of jacket structures founded on suction buckets. These foundations have been successfully deployed in recent developments and have proven to be a viable foundation concept due to their relatively fast and low-noise installation, as well as their general applicability for a wide range of soil...

...Gang Wang, PhD; Jing Yang, BEng; Wei Jin, BEng, PE; Zezhi Deng, BEng; Zihao Zhang, BEng Contact erosion, or interfacial erosion, often occurs in layered foundations composed of coarse and fine layers; it refers to the phenomenon that the particles of the fine layer are detached by the flow parallel...

...Badr Ouzzine; Jean de Sauvage; Gopal Madabhushi; Giulia Viggiani; Philippe Reiffsteck For several decades, energy piles have been developed to extract heat from the ground by using foundation piles as heat exchangers. However, the thermal loading of these piles directly affects their mechanical...

... u l t . The developed combined loading apparatus is proof-tested for a shallow foundation. Combined loading under constant vertical load is conducted to derive failure envelopes, revealing significant coupling between lateral and moment loading, and confirming the expansion of the failure...

...Yung-Show Fang, PhD; Ying-Chu Shih, ME; Cheng Liu, PhD; Jyun-Yi Hsieh, ME This paper presents experimental data associated with the reactions on the spudcan during the reinstallation of a jack-up foundation near a footprint with and without infilling. All experiments mentioned in this paper were...

... caisson problem is an axisymmetric problem and hence further investigations are needed to study the interaction between the soil and the cutting edge during sinking considering the axisymmetric nature of the problem. bearing capacity foundations sands Construction of open caisson involves...

... H₀ proves to be desirable for the control of accumulative rotation, due to the essentially two-way loading characteristics of upwind caissons. 22 04 2020 17 08 2020 ICE Publishing: All rights reserved 2020 foundations offshore engineering soil/structure interaction...

... in Figure 1 . In a German handbook on foundations, Schenck (1966) suggested that the bearing capacity of H piles in compression could be computed with the assumption that there is no plugging along the shaft (adopting the developed steel perimeter) and that the tip of the pile is fully plugged (adopting...

...Shengsheng Fan, BEng, MSc; Britta Bienen, BEng, Dipl.-Ing, PhD; Mark F. Randolph, MA, PhD, FAA, FREng, FRS, FTSE, FIEAust, CPEng Monopiles used as foundations for offshore wind turbines can be installed using different methods including jacking, vibratory driving and impact driving. Significant...

...Yeong-Hoon Jeong, MA; Jae-Hyun Kim, PhD; Satish Manandhar, MA; Jeong-Gon Ha, PhD; Heon-Joon Park, PhD; Dong-Soo Kim, PhD In recent years, the tripod suction bucket foundation has been considered as an option to support offshore wind turbines. In an offshore environment, a wind turbine foundation...

... around the cutting edge, respectively. 16 08 2018 19 02 2019 ICE Publishing: All rights reserved 2019 foundations geotechnical engineering granular materials Open caissons are deep foundations sunk into the ground by removal of soil within the shaft. The caissons...