Test results for a monopile in medium dense sand subjected to unidirectional lateral cyclic loading-Reference-Cited by-同舟云学术

Test results for a monopile in medium dense sand subjected to unidirectional lateral cyclic loading

Published:2022-08-08 Issue:5 Volume:27 Page:1957-1988
ISSN:1964-8189
Container-title:European Journal of Environmental and Civil Engineering
language:en
Short-container-title:European Journal of Environmental and Civil Engineering

Author:

Akdag Cihan Taylan¹^ORCID,Isik Naim²^ORCID,Le Viet Hung¹^ORCID,Rackwitz Frank¹^ORCID

Affiliation:

1. Chair of Soil Mechanics and Geotechnical Engineering, Technische Universität Berlin, Berlin, Germany

2. Department Soil Mechanics and Foundation Engineering/Geotechnical Engineering, Brandenburgische Technische Universität Cottbus-Senftenberg, Cottbus, Germany

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19648189.2022.2107576

Reference57 articles.

1. Rigid pile response to cyclic lateral loading: laboratory tests

2. Behavior of closely spaced double-pile-supported jacket foundations for offshore wind energy converters

3. Nichtlinearep-y-Beziehung von Stahlbetonpfählen und stahlfaserverstärkten Stahlbetonpfählen in mitteldichtem Sand

4. American Petroleum Institute (API). (2014). Geotechnical and foundation design considerations. American Petroleum Institute, p. 138

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