On the undrained shear behavior of sand mixtures with non-plastic fines subjected to large shear displacement
Author:
Funder
Kyoto University Disaster Prevention Research Institute
Publisher
Elsevier BV
Reference73 articles.
1. Influence of fine content on undrained monotonic behavior of carbonate sand;Alamouti;Mar. Georesour. Geotechnol.,2023
2. Equivalent state theory for mixtures of sand with non-plastic fines: a DEM investigation;Barnett;Géotechnique,2021
3. Assessment of liquefaction triggering using strain energy concept and ANN model: capacity energy;Baziar;Soil Dyn. Earthq. Eng.,2007
4. Assessment of silty sand liquefaction potential using hollow torsional tests—an energy approach;Baziar;Soil Dyn. Earthq. Eng.,2011
5. The stability of tips and spoil heaps;Bishop;Q. J. Eng. Geol. Hydrogeol.,1973
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