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This paper investigated the deformation behaviour of K-consolidated sand–clay mixtures through cyclic triaxial (CT) and hollow cylinder (CHC) tests. The sand–clay mixtures contained 0%, 5%, 10% and... Click to show full abstract
This paper investigated the deformation behaviour of K-consolidated sand–clay mixtures through cyclic triaxial (CT) and hollow cylinder (CHC) tests. The sand–clay mixtures contained 0%, 5%, 10% and...
Keywords:
effect principal;
sand clay;
deformation;
clay mixtures
Journal Title: Road Materials and Pavement Design
Year Published: 2021
Link to full text (if available)
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Journal Title: Road Materials and Pavement Design
Year Published: 2021
Link to full text (if available)
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recommendations!