Skip to Main Content
Nallathamby Sivasithamparam
Close
Follow your search
Access your saved searches in your account
Would you like to receive an alert when new items match your search?
Close Modal
Sort by
Journal Articles

Load history idealisation effects for design of monopiles in clay

Available to Purchase
Haoyuan Liu, Nallathamby Sivasithamparam, Yusuke Suzuki, Hans Petter Jostad
Journal: Géotechnique
Geotechnique (2024) 74 (4): 398–408.
https://doi.org/10.1680/jgeot.22.00010
Published: 05 September 2022
View article titled, Load history idealisation effects for design of monopiles in clay
Open the PDF for Load history idealisation effects for design of monopiles in clay in another window
Add to Citation Manager for Load history idealisation effects for design of monopiles in clay
Journal Articles

Evaluation of soil models for improved design of offshore wind turbine foundations in dense sand

Open Access
Hans Petter Jostad, Birgitte Misund Dahl, Ana Page, Nallathamby Sivasithamparam, Hendrik Sturm
Journal: Géotechnique
Geotechnique (2020) 70 (8): 682–699.
https://doi.org/10.1680/jgeot.19.TI.034
Published: 19 February 2020
View article titled, Evaluation of soil models for improved design of offshore wind turbine foundations in dense sand
Open the PDF for Evaluation of soil models for improved design of offshore wind turbine foundations in dense sand in another window
Add to Citation Manager for Evaluation of soil models for improved design of offshore wind turbine foundations in dense sand
Journal Articles

Undrained cylindrical cavity expansion in anisotropic critical state soils

Free
Shengli Chen, Kai Liu, Jorge Castro, Nallathamby Sivasithamparam
Journal: Géotechnique
Geotechnique (2019) 69 (11): 1026–1028.
https://doi.org/10.1680/jgeot.18.D.009
Published: 01 November 2019
View article titled, Undrained cylindrical cavity expansion in anisotropic critical state soils
Open the PDF for Undrained cylindrical cavity expansion in anisotropic critical state soils in another window
Add to Citation Manager for Undrained cylindrical cavity expansion in anisotropic critical state soils
This Feature Is Available To Subscribers Only

or Create an Account

Close Modal
Close Modal