On seismic protection of wind turbine foundations founded on liquefiable soils

نویسندگان

چکیده

Wind turbine structures can be susceptible to damage from earthquake loading due large overturning moments at the foundation level. As wind energy market expands seismically active parts of world, it becomes important evaluate seismic behaviour these structures. Especially, earthquake-induced liquefaction when farms are located on sites with marginal soil conditions such as loose, saturated sands or non-plastic silts. Reduction stiffness during cause excessive settlement and/or rotation. Thus, suitable mitigation methods should investigated. This paper discusses liquefiable and effectiveness stone column-based method. Two geotechnical centrifuge tests were conducted without columns for a model circular raft foundation. The results show that significantly reduce both rotation raft. • supported by is damages. Foundation tilt caused likely turbine's performance. Installing foundations.

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ژورنال

عنوان ژورنال: Soil Dynamics and Earthquake Engineering

سال: 2022

ISSN: ['1879-341X', '0267-7261']

DOI: https://doi.org/10.1016/j.soildyn.2022.107327