Characterization of a soil-rough structure interface using direct shear tests with varying cyclic amplitude and loading sequences under a large cyclic testing cycle condition-Reference-Cited by-同舟云学术

Characterization of a soil-rough structure interface using direct shear tests with varying cyclic amplitude and loading sequences under a large cyclic testing cycle condition

Published:2021-07-13 Issue: Volume: Page:
ISSN:1861-1125
Container-title:Acta Geotechnica
language:en
Short-container-title:Acta Geotech.

Author:

Jitsangiam Peerapong,Pra-ai Suriyavut^ORCID,Boulon Marc,Jenck Orianne,Chen Xiaobin,Techavorasinsakul Supot

Funder

Thailand Research Fund (TRF), Office of the Higher Education Commission

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

https://link.springer.com/content/pdf/10.1007/s11440-021-01289-4.pdf

Reference25 articles.

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3. Dejong J, Westgate Z (2009) Role of initial state, material properties and confinement condition and local and global soil-structure interface behavior. J Geotech Geoenviron Eng 132(11):1474–1484

4. Fakharian K, Evgin E (1997) Cyclic simple shear behaviour of sand-steel interface under constant normal stiffness condition. J Geotech Geoenviron Eng 123(12):1096–1105

5. Hu TYK, Jardine RJ, Anh-Minh N (2011) Large-displacement interface shear between steel and granular media. Geotechnique 61(3):221–234

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