Stiffness and strength parameters for the hardening soil model of a reconstituted diatomaceous soil-Reference-Cited by-同舟云学术

Stiffness and strength parameters for the hardening soil model of a reconstituted diatomaceous soil

Published:2022-03-16 Issue:1 Volume:27 Page:479-499
ISSN:1964-8189
Container-title:European Journal of Environmental and Civil Engineering
language:en
Short-container-title:European Journal of Environmental and Civil Engineering

Author:

Pérez León Raimundo Francisco¹^ORCID,Rodríguez Rebolledo Juan Félix¹^ORCID,Caicedo Hormaza Bernardo²^ORCID

Affiliation:

1. Postgraduate Program in Geotechnics, University of Brasilia, Brasília D.F., Brazil

2. Civil Engineer and Environmental Department, Los Andes University, Bogota, Colombia

Funder

CAPES

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19648189.2022.2051077

Reference77 articles.

1. Compressibility and creep of a diatomaceous soil

2. Centrifuge modelling of long-term load acting on a tunnel fixed in space in soft clay

3. Bardet, J. P. (1997). Experimental soil mechanics (p. 582). Prentice Hall.

4. Becker, P., Berhane, G. & Kempfert, H. G. (2011). Spatial effects on excavations in deep soft lacustrine clay. In Proceedings of the 7th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground. Taylor & Francis Group, pp. 585––592.

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