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The influence of particle shape on the (centrifuge) cone penetration test (CPT) end resistance in uniformly graded granular soils
The influence of particle shape on the (centrifuge) cone penetration test (CPT) end resistance in uniformly graded granular soils
The influence of particle shape on the (centrifuge) cone penetration test (CPT) end resistance in uniformly graded granular soils
LEHANE, B.M. (author) / LIU, Q.B.
Géotechnique ; 62
2012
Article (Journal)
English
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