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Published in 2021 at "Road Materials and Pavement Design"
DOI: 10.1080/14680629.2021.1948908
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...
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Keywords:
effect principal;
sand clay;
deformation;
clay mixtures ... See more keywords