Numerical analysis of the laterally loaded piles in the kuwait offshore environment

An attempt is made to present an automated analysis of laterally loaded piles using subgrade reaction theory and the P- δ curves governing the soil properties. The finite difference method is applied in establishing the governing equations. The pile response is obtained using the boundary conditions...

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Veröffentlicht in:	Ocean Eng.; (United States) 1986, Vol.13 (1), p.85-92
1. Verfasser:	Al-Obaid, Y.F.
Format:	Artikel
Sprache:	eng
Schlagworte:	02 PETROLEUM 020300 - Petroleum- Drilling & Production 03 NATURAL GAS 030300 - Natural Gas- Drilling, Production, & Processing 423000 - Engineering- Marine Engineering- (1980-) Applied sciences ASIA BOUNDARY CONDITIONS Buildings. Public works DEPTH DIAGRAMS DIMENSIONS ENGINEERING EQUATIONS Exact sciences and technology FINITE DIFFERENCE METHOD FOUNDATIONS Hydraulic constructions ITERATIVE METHODS KUWAIT Marine MATHEMATICS MECHANICAL STRUCTURES MECHANICS MIDDLE EAST NATURAL GAS WELLS NUMERICAL ANALYSIS NUMERICAL SOLUTION OFFSHORE PLATFORMS Offshore structure (platforms, tanks, etc.) OIL WELLS RECOMMENDATIONS SOIL MECHANICS SOIL-STRUCTURE INTERACTIONS SUPPORTS WELLS
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Beschreibung
Zusammenfassung:	An attempt is made to present an automated analysis of laterally loaded piles using subgrade reaction theory and the P- δ curves governing the soil properties. The finite difference method is applied in establishing the governing equations. The pile response is obtained using the boundary conditions improved by Newtonian method. Results obtained are forces, moments, deflections and soil reactions for various depths of strata in which such piles exist. Based on these results future recommendations are made.
ISSN:	0029-8018 1873-5258
DOI:	10.1016/0029-8018(86)90005-3