Use of a Bearing Plate to Enhance the Lateral Capacity of Monopiles in Sand

Author:

Stone K. J. L.1ORCID,Arshi H. S.2,Zdravkovic L.3

Affiliation:

1. Principal Lecturer, Univ. of Brighton, Brighton BN2 4JG, UK (corresponding author). ORCID: Email:

2. Formerly, Research Student, Univ. of Brighton, Brighton BN2 4JG, UK.

3. Professor, Imperial College, London SW7 2AZ, UK.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference22 articles.

1. Anastasopoulos I. and M. Theofilou. 2015. “On the development of a hybrid foundation for offshore wind turbines.” In Proc. 3rd Int. Symp. on Frontiers in Offshore Geotechnics. London UK: CRC Press.

2. Arshi H. S. 2011. “Structural behaviour and performance of skirted hybrid monopile-footing foundations for offshore oil and gas facilities.” In Proc. Institution of Structural Engineers: Young Researchers Conf. ’11 8. London UK: IStructE Publications.

3. Arshi H. S. 2016. “Physical and numerical modelling of hybrid monopile-footing foundation systems.” Ph.D. dissertation Univ. of Brighton.

4. Arshi H. S. and K. J. L. Stone. 2015. “Improving the lateral resistance of offshore pile foundations for deep water application.” In Proc. 3rd Int. Symp. on Frontiers in Offshore Geotechnics. London UK: CRC Press.

5. Arshi H. S. K. J. L. Stone and M. Vaziri. 2012. “Decoupled hybrid monopile-footing foundation system.” In Proc. 10th Annual British Geotechnical Association Conf. London UK: British Geotechnical Association.

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