Friction angle and overconsolidation ratio of soft clays from cone penetration test
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DOI: 10.1016/j.enggeo.2020.105730
Abstract: Abstract The cone penetration test (CPT) is a method widely used for site characterization as measurements are continuous, fast and economical compared to laboratory testing. However unlike laboratory testing that quantifies soil properties directly, readings… read more here.
Keywords: soil; penetration test; cone penetration; overconsolidation ratio ... See more keywords