Author:
Ignat Razvan,Baker Sadek,Holmén Martin,Larsson Stefan
Subject
Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Reference75 articles.
1. Effects of back pressure and strain rate used in triaxial testing of stabilized organic soils and clays;Åhnberg;Geotech. Test. J.,2004
2. Consolidation stress effects on the strength of stabilized Swedish soils;Åhnberg;Ground Improvement,2006
3. On yield stresses and the influence of curing stresses on stress paths and strength measured in triaxial testing of stabilized soils;Åhnberg;Can. Geotech. J.,2007
4. Simulation of cement-improved clay structures with a bonded elasto-plastic model: a practical approach;Arroyo;Comput. Geotech.,2012
5. Baker, S., 2000. Deformation behaviour of Lime/Cement stabilized clay. PhD thesis. Gothenburg; Chalmers University of Technology.
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