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A platform for research: civil engineering, architecture and urbanism
Monopiles are the major current foundation type for offshore wind turbine foundations. The geotechnical design of monopiles usually employs conventional ‘p-y’ approaches, originally developed for the design of long slender piles for the oil and gas industry. It has been recognised, however, that the p-y approaches may not be entirely appropriate when applied to the design of monopiles for offshore wind turbines. Evidence from full scale field measurements indicates that they can underestimate the stiffness of the soil-pile response. A joint industry project – PISA (Pile Soil Analysis) was established to address these limitations and to provide improved design methods for monopiles. The new PISA methodology addresses the pile-soil interaction with a distributed lateral load and moment along the pile shaft, along with a horizontal force and moment at the pile base. Two design methods, incorporating these soil reaction curves, the rule-based method and the numerical-based method, have been proposed. The PISA project demonstrated that the two methods provided better predictions of pile response, as shown in medium scale field tests, compared to the conventional p-y approaches. The PISA project focused on two reference soils. Further work is needed to apply the new methods to different design scenarios and to assess their sensitivity to different constitutive models and boundary conditions. This thesis presents a series of 3D and 1D finite element (FE) analyses to examine the applicability of the numerical-based approach, considering a wide variation of pile geometries, load eccentricities, soil profiles and layered soils. The 3D FE analyses, which were performed in Abaqus 6.13, employed elastic perfectly plastic constitutive models and considered pile-soil interaction. Load-displacement response and soil reaction components were produced by a small number of calibration analyses in homogeneous clay and sand. A systematic procedure was developed to obtain soil reaction curves from the calibration analyses. These were ...
Monopiles are the major current foundation type for offshore wind turbine foundations. The geotechnical design of monopiles usually employs conventional ‘p-y’ approaches, originally developed for the design of long slender piles for the oil and gas industry. It has been recognised, however, that the p-y approaches may not be entirely appropriate when applied to the design of monopiles for offshore wind turbines. Evidence from full scale field measurements indicates that they can underestimate the stiffness of the soil-pile response. A joint industry project – PISA (Pile Soil Analysis) was established to address these limitations and to provide improved design methods for monopiles. The new PISA methodology addresses the pile-soil interaction with a distributed lateral load and moment along the pile shaft, along with a horizontal force and moment at the pile base. Two design methods, incorporating these soil reaction curves, the rule-based method and the numerical-based method, have been proposed. The PISA project demonstrated that the two methods provided better predictions of pile response, as shown in medium scale field tests, compared to the conventional p-y approaches. The PISA project focused on two reference soils. Further work is needed to apply the new methods to different design scenarios and to assess their sensitivity to different constitutive models and boundary conditions. This thesis presents a series of 3D and 1D finite element (FE) analyses to examine the applicability of the numerical-based approach, considering a wide variation of pile geometries, load eccentricities, soil profiles and layered soils. The 3D FE analyses, which were performed in Abaqus 6.13, employed elastic perfectly plastic constitutive models and considered pile-soil interaction. Load-displacement response and soil reaction components were produced by a small number of calibration analyses in homogeneous clay and sand. A systematic procedure was developed to obtain soil reaction curves from the calibration analyses. These were ...
Application of a numerical-based soil reaction curve method for design of laterally loaded monopiles
2016-08-09
Theses
Electronic Resource
English
DDC:
690
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