Extension to barodesy to model void ratio and stress dependency of the K 0 value

Author:

Fellin Wolfgang

Publisher

Springer Science and Business Media LLC

Subject

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

Reference22 articles.

1. Bauer E (1992) Zum mechanischen Verhalten granularer Stoffe unter vorwiegend ödometrischer Beanspruchung. Veröffentlichungen des Institutes für Bodenmechanik und Felsmechanik der Universität Fridericiana in Karlsruhe 130

2. Bauer E (1996) Calibration of a comprehensive constitutive equation for granular materials. Soils Found 36(1):13–26

3. Chu J, Gan C (2004) Effect of void ratio on K 0 of loose sand. Géotechnique 54(4):285–288

4. Chu J, Lo SCR (1994) Asymptotic behaviour of a granular soil in strain path testing. Géotechnique 44(1):65–82

5. Desrues J, Zweschper B, Vermeer P (2000) Database for tests on Hostun RF sand. Institutsbericht 13. Institut für Geotechnik, Universität Stuttgart

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