Analysis of the micro to macro response of clays to compression-Reference-Cited by-同舟云学术

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Analysis of the micro to macro response of clays to compression

Published:2023-05-04 Issue: Volume: Page:1-5
ISSN:0016-8505
Container-title:Géotechnique
language:en
Short-container-title:Géotechnique

Author:

Guglielmi Simona¹^ORCID,Cotecchia Federica²^ORCID,Cafaro Francesco³^ORCID,Gens Antonio⁴^ORCID,Leroueil Serge⁵,Hight David W.⁶,Locat Jacques⁵

Affiliation:

1. Scuola Superiore Meridionale, Università degli Studi di Napoli Federico II, Napoli, Italy

2. Department of Civil, Environmental, Land, Building Engineering and Chemistry, Politecnico di Bari, Bari, Italy.

3. Department of Civil, Environmental, Land, Building Engineering and Chemistry, Politecnico di Bari, Bari, Italy

4. Departamento de Ingeniería Civil y Ambiental, Universitat Politécnica de Catalunya, Barcelona, Spain

5. Laval University, Québec, Canada

6. Geotechnical Consulting Group, London, UK

Publisher

Thomas Telford Ltd.

Subject

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

Link

https://www.icevirtuallibrary.com/doi/pdf/10.1680/jgeot.22.D.006

Reference23 articles.

1. Some measurements of the permeability of kaolin

2. Brosse, A. M. (2012). Study of the anisotropy of British stiff clays using a hollow cylinder apparatus. PhD thesis, Imperial College London, London, UK.

3. The undrained shear strength anisotropy of four Jurassic to Eocene stiff clays

4. Structure degradation and changes in the mechanical behaviour of a stiff clay due to weathering

5. Measurements of the permeability of London Clay using a self-boring permeameter

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