The Behaviour of a Large-Diameter Monopile under Two-Way Lateral Cyclic Load

Author:

Nigitha D.,Rathod DeendayalORCID

Funder

SERB-DST India

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology

Reference40 articles.

1. Li W, Igoe D, Gavin K (2015) Field tests to investigate the cyclic response of monopiles in sand. Proc Inst Civ Eng Geotech Eng 168:407–421

2. Byrne BW, McAdam RA, Burd HJ, Houlsby GT, Martin CM (2015) Field testing of large diameter piles under lateral loading for offshore wind applications. Bull N Z Soc Earthq Eng 47:1–11

3. Kuo Y-S (2008) "On the behavior of large-diameter piles under cyclic lateral load." Thesis

4. Achmus M, Kuo YS, Abdel-Rahman K (2009) Behavior of monopile foundations under cyclic lateral load. Comput Geotech 36(5):725–735

5. Leblanc C, Houlsby GT, Byrne BW (2010) Response of stiff piles in sand to long-term cyclic lateral loading. Géotechnique 60:79–90

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