The influence of particle shape on the (centrifuge) cone penetration test (CPT) end resistance in uniformly graded granular soils

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@article{49b60fd0cbe6404e8c6179ee8ededc5b,

title = "The influence of particle shape on the (centrifuge) cone penetration test (CPT) end resistance in uniformly graded granular soils",

author = "Q.B. Liu and Barry Lehane",

year = "2012",

doi = "10.1680/geot.10.P.077",

language = "English",

volume = "62",

pages = "973--984",

journal = "Geotechnique",

issn = "0016-8505",

publisher = "Emerald Publishing",

number = "11",

}