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contributor authorTao-Wei Feng
date accessioned2017-05-08T21:27:59Z
date available2017-05-08T21:27:59Z
date copyrightJune 2004
date issued2004
identifier other%28asce%291090-0241%282004%29130%3A6%28630%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52522
description abstractThe plastic limit is an important property of fine-grained soils. The standard thread-rolling method for determining the plastic limit has long been criticized for requiring considerable judgements from the operator. This paper presents the design of a small specimen ring for fall-cone tests for determining the plastic limit. A small specimen ring of 20 mm in diameter and 20 mm in depth is designed and used for cone penetrations between 10 and 3 mm. For each soil tested, a linear relationship between the logarithmic cone penetration and the logarithmic water content is obtained by a regression analysis on four data points. This linear relationship is extended to determine the plastic limit at 2 mm of cone penetration. The fall-cone plastic limits of 21 soils are in good agreement with their thread-rolling plastic limits. In addition, a one-point fall-cone method is also recommended for determining the plastic limit. As the fall-cone has been recommended in several standards for determining the liquid limit, it is preferable that it is also used for determining the plastic limit.
publisherAmerican Society of Civil Engineers
titleUsing a Small Ring and a Fall-Cone to Determine the Plastic Limit
typeJournal Paper
journal volume130
journal issue6
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2004)130:6(630)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 006
contenttypeFulltext


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