Using a Small Ring and a Fall-Cone to Determine the Plastic LimitSource: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 006Author:Tao-Wei Feng
DOI: 10.1061/(ASCE)1090-0241(2004)130:6(630)Publisher: American Society of Civil Engineers
Abstract: The 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.
|
Show full item record
contributor author | Tao-Wei Feng | |
date accessioned | 2017-05-08T21:27:59Z | |
date available | 2017-05-08T21:27:59Z | |
date copyright | June 2004 | |
date issued | 2004 | |
identifier other | %28asce%291090-0241%282004%29130%3A6%28630%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/52522 | |
description abstract | The 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. | |
publisher | American Society of Civil Engineers | |
title | Using a Small Ring and a Fall-Cone to Determine the Plastic Limit | |
type | Journal Paper | |
journal volume | 130 | |
journal issue | 6 | |
journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
identifier doi | 10.1061/(ASCE)1090-0241(2004)130:6(630) | |
tree | Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 006 | |
contenttype | Fulltext |