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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
Liu, Q.B. (Autor:in) / Lehane, B.M. (Autor:in)
GEOTECHNIQUE -LONDON- ; 62 ; 973-984
01.01.2012
12 pages
Aufsatz (Zeitschrift)
Englisch
DDC:
551
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Centrifuge cone penetration tests in sand
British Library Online Contents | 1999
|Technical Notes - Centrifuge cone penetration tests in sand
Online Contents | 1999
|