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contributor authorShiao Huey
contributor authorChow
contributor authorDavid William
contributor authorAirey
date accessioned2017-05-08T21:48:11Z
date available2017-05-08T21:48:11Z
date copyrightJanuary 2014
date issued2014
identifier other%28asce%29gt%2E1943-5606%2E0000991.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62795
description abstractThis paper presents the results of a series of laboratory model free-falling penetrometer (FFP) tests in kaolin clay. A thin-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.
publisherAmerican Society of Civil Engineers
titleFree-Falling Penetrometers: A Laboratory Investigation in Clay
typeJournal Paper
journal volume140
journal issue1
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0000973
treeJournal of Geotechnical and Geoenvironmental Engineering:;2014:;Volume ( 140 ):;issue: 001
contenttypeFulltext


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