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Monopile responses to monotonic and cyclic loading in undrained sand using 3D FE with SANISAND-MSu

Hao-yuan Liu Amir M.Kaynia

水科学与水工程2022,Vol.15Issue(1):69-77,9.
水科学与水工程2022,Vol.15Issue(1):69-77,9.

Monopile responses to monotonic and cyclic loading in undrained sand using 3D FE with SANISAND-MSu

Monopile responses to monotonic and cyclic loading in undrained sand using 3D FE with SANISAND-MSu

Hao-yuan Liu 1Amir M.Kaynia2

作者信息

  • 1. Norwegian Geotechnical Institute,Oslo 0806,Norway
  • 2. Norwegian University of Science and Technology,Trondheim 7491,Norway
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摘要

关键词

Offshore monopile/Pore pressure/Cyclic loading/Soil-structure interaction/Sand

Key words

Offshore monopile/Pore pressure/Cyclic loading/Soil-structure interaction/Sand

引用本文复制引用

Hao-yuan Liu,Amir M.Kaynia..Monopile responses to monotonic and cyclic loading in undrained sand using 3D FE with SANISAND-MSu[J].水科学与水工程,2022,15(1):69-77,9.

水科学与水工程

OACSCDCSTPCDEI

1674-2370

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