耐風・風工学 (1)

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[I-326] Proposal of Formulae for Calculating Soil Moduli and Interface Strength Reduction Factor for Monotonic Loading Analysis of Monopile Foundation in Sand and Its Verification by Experiments

*Yayoi Ishii Ishii¹, Kenji Shimada¹, Takeshi Ishihara² (1. Shimizu Corporation, 2. The University of Tokyo)

Keywords:

bottom-fixed-type offshore wind turbine,,monopile,CPT,soil moduli,interface strength reduction factor,HSsmall

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