Discussion on “Dynamic soil-structure interaction: A three-dimensional numerical approach and its application to the Lotung case study”. Poor performance of the HSS model - Publikacja - MOST Wiedzy

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Discussion on “Dynamic soil-structure interaction: A three-dimensional numerical approach and its application to the Lotung case study”. Poor performance of the HSS model

Abstrakt

The Hardening Soil Small (HSS) is a constitutive model being extension to the well established Hardening Soil Model (HS) accounting for the nonlinearity of small strain stiffness. It is implemented in commercial finite element computer codes for geotechnical analyses and used widely in research and design. The article deals with a problem known as overshooting after very small load reversals. It induces much higher stiffness than prescribed by parameters. Theoretical basis of the problem as well as numerical examples are shown in the article.

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Informacje szczegółowe

Kategoria:
Publikacja w czasopiśmie
Typ:
artykuł w czasopiśmie wyróżnionym w JCR
Opublikowano w:
COMPUTERS AND GEOTECHNICS nr 98, strony 243 - 145,
ISSN: 0266-352X
Język:
angielski
Rok wydania:
2018
Opis bibliograficzny:
Niemunis A., Cudny M.: Discussion on “Dynamic soil-structure interaction: A three-dimensional numerical approach and its application to the Lotung case study”. Poor performance of the HSS model// COMPUTERS AND GEOTECHNICS. -Vol. 98, (2018), s.243-145
DOI:
Cyfrowy identyfikator dokumentu elektronicznego (otwiera się w nowej karcie) 10.1016/j.compgeo.2018.02.003
Bibliografia: test
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  2. A.A. Bagbag, B.M. Lehane, and J.P. Doherty. Predictions of footing and pressuremeter response in sand using a hardening soil model. Proceedings of the Institution of Civil Engineers -Geotechnical Engineering, 170(6):479-492, 2017. otwiera się w nowej karcie
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  14. P. Skels and K. Bondars. Applicability of small strain stiffness parameters for pile settlement calculation. Procedia Engineering, 172:999-1006, 2017. otwiera się w nowej karcie
Weryfikacja:
Politechnika Gdańska

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