Undrained shear strength in clay slopes - Influence of stress conditions. A model and field test study. Diss

Comment Chalmers University of Technology. Department of Civil and Environmental Engineering. Division of GeoEngineering. Geotechnical Engineering 2846

Summary (1) Literature survey; (2) Expected influence of the stress conditions on the undrained shear strength (hypothesis); (3) Model tests; (4) Analysis of field test results based on the results of the models