Effect of anisotropic consolidation stress paths on the undrained shear behavior of reconstituted Wenzhou clay
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DOI: 10.1016/j.enggeo.2018.05.016
Abstract: Abstract Naturally deposited clays are generally K0 consolidated. In some cases such as embankment construction and foundation pit excavation, the loading or unloading will lead to the re-consolidation of clays, which can be simulated by… read more here.
Keywords: consolidation; reconstituted wenzhou; consolidation stress; stress ... See more keywords