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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