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Analysis of Laterally Loaded Piles in Sand
Lymon C. Reese,William R. Cox,Francis D. Koop +2 more
- pp 95-105
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The article was published on 2006-01-01 and is currently open access. It has received 262 citations till now. The article focuses on the topics: Soil test.read more
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Response of stiff piles in sand to long-term cyclic lateral loading
TL;DR: In this article, a series of laboratory tests were conducted where a stiff pile in drained sand was subjected to between 8000 and 60 000 cycles of combined moment and horizontal loading, and a typical design for an offshore wind turbine monopile was used as a basis for the study, to ensure that pile dimensions and loading ranges were realistic.
Journal ArticleDOI
Laterally loaded monopile design for offshore wind farms
Paul Doherty,Kenneth Gavin +1 more
TL;DR: In this paper, the authors compared the state of the art in foundation design with current industry trends in offshore wind turbine construction, focusing on the American Petroleum Institute guidelines used by the offshore sector.
Journal ArticleDOI
Natural Frequencies of Wind Turbines on Monopile Foundations in Clayey Soils: A probabilistic approach
Lars Vabbersgaard Andersen,Mohammad Javad Vahdatirad,Mahdi Teimouri Sichani,John Dalsgaard Sørensen +3 more
TL;DR: In this paper, the stiffness of a monopile foundation supporting an offshore wind turbine in undrained, over-consolidated clay having a spatial variation of the soil properties is investigated.
Journal ArticleDOI
Pile Spacing Effects on Lateral Pile Group Behavior: Analysis
Kyle M. Rollins,Kimball G. Olsen,Derek H. Jensen,Brian H. Garrett,Ryan J. Olsen,Jeffery J. Egbert +5 more
TL;DR: In this paper, the results from three full-scale lateral pile group load tests in stiff clay with spacing ranging from 3.3 to 5.65 were used to back-calculate p multipliers.
Journal ArticleDOI
Performance of helical piles in oil sand
TL;DR: In this paper, the results of a comprehensive pile load test program and observations from field monitoring of helical piles with either a single helix or double helixes installed in oil sand are presented.