Experimental Development of the p-y Relationship for Large-Diameter Offshore Monopiles in Sands: Centrifuge Tests-Reference-Cited by-同舟云学术

Experimental Development of the p-y Relationship for Large-Diameter Offshore Monopiles in Sands: Centrifuge Tests

Published:2016-01 Issue:1 Volume:142 Page:04015058
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Choo Yun Wook¹,Kim Dongwook²

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Kongju National Univ., Cheonan, Chungnam 331-717, South Korea.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Incheon National Univ., Incheon 406-772, South Korea; formerly, Senior Researcher, Korea Institute of Construction Technology, South Korea (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0001373

Reference53 articles.

1. Achmus M. Abdel-Rahman K. and Peralta P. (2005). “On the design of monopile foundations with respect to static and quasi-static cyclic loading.” European Wind Energy Association Brussels Belgium.

2. Behavior of monopile foundations under cyclic lateral load

3. Alderlieste E. A. Dijikstra J. and van Tol A. F. (2011). “Experimental investigation into pile diameter effects of laterally loaded monopoles.” 30th Int. Conf. on Ocean Offshore and Arctic Engineering American Society of Mechanical Engineers New York.

4. API (American Petroleum Institute). (2011). “Geotechnical and foundation design considerations.” Washington DC.

5. ASTM. (2006). “Standard test methods for minimum index density and unit weight of soils and calculation of relative density.” D4254 West Conshohocken PA.

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