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contributor authorJae Hyun Kim
contributor authorYun Wook Choo
contributor authorDong Joon Kim
contributor authorDong Soo Kim
date accessioned2017-05-08T22:30:44Z
date available2017-05-08T22:30:44Z
date copyrightMarch 2016
date issued2016
identifier other47632773.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81800
description abstractMiniature cone penetration tests were conducted in centrifuge models to investigate the effects of various testing conditions on the tip resistance including the particle size, centrifugal acceleration related to stress level and prototype cone diameter, container wall boundary, and penetration rate. Two sand materials were selected: (1) Saemangeum and (2) silica sands. The former is natural sand with high fine contents and the latter is clean sand. A series of penetration tests was performed in six saturated soil models using an in-flight robot. Three Saemangeum sand models were prepared by means of the moist compaction method. The silica sand models were made by the air-pluviation method. Modeling of models was adopted to investigate the particle size effect using 7-, 10-, and 13-mm-diameter cones. The centrifugal acceleration effect also was studied by comparing the tip resistance profiles obtained at different g-levels using the 10-mm-diameter miniature cone. The results indicated that the particle size effect was negligible for both sands using 7- to 13-mm-diameter cones. However, the tip resistance decreased with increasing g-level at a shallower depth than a given critical depth (
publisherAmerican Society of Civil Engineers
titleMiniature Cone Tip Resistance on Sand in a Centrifuge
typeJournal Paper
journal volume142
journal issue3
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0001425
treeJournal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 003
contenttypeFulltext


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