The Recycling Torque of a Single-Plate Helical Pile for Offshore Wind Turbines in Dense Sand

The helical piles have been being treated as a kind of novel foundation for offshore wind turbines recently, due their fast installation, high uplift capacity, convenience for recycling, and other advantages. The recycling of the helical pile especially will reduce the cost significantly and protect the environment as much as possible. However, the research for this area is basically in infancy and there is no reference for predicting the recycling torque of a helical pile in sand. In order to predict the recycling torque of single-plate helical piles in dense sand: a theoretical model, which was inspired by the way to predict the installation torque of single-plate helical pile in sand, was developed, and a series of single gravity model tests were conducted to verify that theoretical model. The theoretical model can predict the recycling torque of single-plate helical pile considering the influences of the size of helix and the vertical force on the shaft. This model fills in the blank of predicting the recycling torque of a single-plate helical pile in sand and it is also useful guidance for the choice of suitable recycling equipment.

[1]  G. Sanglerat,et al.  Dynamic probing: international reference test procedure : Proc 1st International Symposium on Penetration Testing, ISOPT-1, Orlando, 20–24 March 1988V1, P53–70. Rotterdam: A A Balkema, 1988 , 1990 .

[2]  H B Sutherland,et al.  MODEL STUDIES FOR SHAFT RAISING THROUGH COHESIONLESS SOILS , 1965 .

[3]  R. Chaney,et al.  Direct Shear Interface Test for Shaft Capacity of Piles in Sand , 2000 .

[4]  Jinyuan Liu,et al.  Sand Deformation around an Uplift Plate Anchor , 2012 .

[5]  Adel Hanna,et al.  Experimental and theoretical studies on installation torque of screw anchors , 1991 .

[6]  G. G. Meyerhof,et al.  The Ultimate Uplift Capacity of Foundations , 1968 .

[7]  Y. Yoshimi,et al.  A RING TORSION APPARATUS FOR EVALUATING FRICTION BETWEEN SOIL AND METAL SURFACES , 1981 .

[8]  Nelson Aoki,et al.  Relationship between installation torque and uplift capacity of deep helical piles in sand , 2010 .

[9]  Malcolm D. Bolton,et al.  The uplift resistance of pipes and plate anchors buried in sand. , 2008 .

[10]  Braja M. Das,et al.  Breakout Resistance of Shallow Horizontal Anchors , 1975 .

[11]  Jacques Garnier,et al.  Physical modelling of helical pile anchors , 2007 .

[12]  Adel Hanna,et al.  INSTALLATION TORQUE OF SCREW ANCHORS IN DRY SAND , 1991 .

[13]  Giovanni Spagnoli,et al.  Helical Piles as a Novel Foundation System for Offshore Piled Facilities , 2015 .

[14]  J. G. Potyondy Skin Friction between Various Soils and Construction Materials , 1961 .

[15]  G T Houlsby,et al.  Helical piles: an innovative foundation design option for offshore wind turbines , 2015, Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences.

[16]  Adel Hanna,et al.  Stresses and Strains around Helical Screw Anchors in Sand , 1992 .

[17]  C. Gaudin,et al.  Tensile monotonic capacity of helical anchors in sand: interaction between helices , 2019, Canadian Geotechnical Journal.

[18]  Alan J. Lutenegger Historical Development of Iron Screw-Pile Foundations: 1836–1900 , 2011 .

[19]  Hideaki Kishida,et al.  Frictional Resistance at Yield between Dry Sand and Mild Steel , 1986 .

[20]  K. Ilamparuthi,et al.  Experimental investigation of the uplift behaviour of circular plate anchors embedded in sand , 2002 .

[21]  J. D. Geddes,et al.  Uplift of Anchor Plates in Sand , 1987 .

[22]  R. Merifield,et al.  Three-dimensional lower-bound solutions for the stability of plate anchors in sand , 2006 .

[23]  R. Merifield,et al.  The ultimate pullout capacity of anchors in frictional soils , 2006 .

[24]  Adel Hanna,et al.  UPLIFT BEHAVIOR OF SCREW ANCHORS IN SAND. I: DRY SAND , 1991 .

[25]  H B Sutherland,et al.  UPLIFT RESISTANCE SOILS , 1988 .