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Repeated Loading of Cohesive Soil – Shakedown Theory in Undrained Conditions Cover

Repeated Loading of Cohesive Soil – Shakedown Theory in Undrained Conditions

Studia Geotechnica et Mechanica
Volume 37 (2015): Issue 2 (June 2015)
By: Andrzej Głuchowski,  Alojzy Szymański and  Wojciech Sas  
Open Access
|Aug 2015
DOI: https://doi.org/10.1515/sgem-2015-0015 | Journal eISSN: 2083-831X | Journal ISSN: 0137-6365
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Language: English
Page range: 11 - 16
Published on: Aug 28, 2015
Published by: Wroclaw University of Science and Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year
Keywords:
cyclic,
triaxial test,
clay,
shakedown,
undrained,
resilient modulus
Related subjects:
Geosciences,
Geosciences, other,
Materials sciences,
Composites,
Porous materials,
Physics,
Mechanics and fluid dynamics

© 2015 Andrzej Głuchowski, Alojzy Szymański, Wojciech Sas, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

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