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Published in 2019 at "KSCE Journal of Civil Engineering"
DOI: 10.1007/s12205-019-1222-8
Abstract: Conventionally the experimental time-settlement data from an oedometer test are analyzed by standard curve-fitting methods, Casagrande’s log t method and Taylor’s root t method. This allows determination of the end of primary consolidation parameters, (EOP)…
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Keywords:
taylor methods;
coefficient consolidation;
critical reappraisal;
casagrande taylor ... See more keywords