Barodesy with a new concept for critical void ratio
Author:
Affiliation:
1. Universität Innsbruck Unit of Geotechnical Engineering Techniker Str. 12 6020 Innsbruck Austria
Publisher
Wiley
Subject
Geotechnical Engineering and Engineering Geology
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/gete.202000037
Reference36 articles.
1. An experimental investigation into the mechanical behaviour of a structured stiff clay
2. Experimental Study of Rheological Properties of a Sand Using a Special Triaxial Apparatus
3. Nonuniformities imposed by simple shear apparatus
4. Shear strength and small-strain stiffness of a natural clay under general stress conditions
5. Casey B.(2014)The Consolidation and Strength Behavior of Mechanically Compressed Fine‐Grained Sediments PhD thesis M.I.T.
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2. Discussion to the article Characteristic limitations of advanced plasticity and hypoplasticity models for cyclic loading of sands, by J. Duque $$\cdot$$ M. Yang $$\cdot$$ W. Fuentes $$\cdot$$ D. Maš’in $$\cdot$$ M. Taiebat;Acta Geotechnica;2022-11-08
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