Behavior of monopile foundations under cyclic lateral load

Author:

Achmus Martin,Kuo Yu-Shu,Abdel-Rahman Khalid

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference29 articles.

1. American Petroleum Institute. Recommended practice for planning, designing and constructing fixed offshore platforms – working stress design: API recommended practice 2A-WSD (RP2A-WSD). 21st ed. Dallas: API; 2000.

2. Reese LC, Wang ST, Isenhower WM, Arréllaga JA, Handrix J. LPILE plus 4.0 – a program for the analysis of piles and drilled shafts under lateral loads. Austin: Ensoft Inc.; 2000.

3. Simulation of fill-scale cyclic lateral load tests on piles;Hutchinson;J Geotech Geoenviron Eng Div (ASCE),2005

4. Kagawa T. Cyclic and loading-rate effects on pile responses. In: International conference on numerical methods in offshore piling, numerical methods in offshore piling. Nantes; 1986. p. 417–32.

5. Three-dimensional nonlinear study of piles;Trochanis;J Geotech Eng Div (ASCE),1991

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