Abstract
This paper presents the results of a series of laboratory model free-falling penetrometer (FFP) tests in kaolin clay.Athin-shafted FFP has been allowed to free fall and has also been pushed at a relatively slow constant rate into clay beds. Different configurations are used to examine the influences of various properties (FFP mass, tip diameter, tip shape, impact velocity, and clay-bed strength) on the rate effects in FFP tests. The rate effects are determined by comparing the dynamic and static penetration resistances measured from the free-fall and constant rate of penetration tests. The rate effects are found to be independent of the FFP mass, tip shape, and tip diameter but are influenced by the clay-bed strength and FFP velocity. © 2014 American Society of Civil Engineers.
Original language | English |
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Pages (from-to) | 201-214 |
Number of pages | 14 |
Journal | Journal of Geotechnical and Geoenvironmental Engineering |
Volume | 140 |
Issue number | 1 |
Early online date | 29 May 2013 |
DOIs | |
Publication status | Published - Jan 2014 |