Determination of the Atterberg’s limits is necessary for the classification of fine-grained soil. That limits can be determined according to the valid standard SRPS EN ISO 17892-12. Two methods are prescribed by the standard for determining the liquid limit: the Casagrande cup and the Fall Cone test, and one method for determining the plasticity limit: the thread-rolling method. In this paper the Fall Cone method was also used as an alternative method to determine the plastic limit. Ten samples of various fine-grained materials, originating from the wider area of the city of Niš, were tested. The classification of all samples was performed based on the results obtained by the methods prescribed by the standard and alternative methods. Compa...
As the water content is increased, the consistency of a fine-grained soil changes from a semi-solid ...
The plastic limit of soils was first described by Atterberg in 1911. The thread-rolling test was sta...
Abstract—As the water content is increased, the consistency of a fine-grained soil changes from a se...
This paper reviews the percussion-cup liquid limit, thread-rolling plastic limit (PL) and various fa...
Among the most commonly specified tests in the geotechnical engineering industry, the liquid limit a...
This paper reviews the percussion-cup liquid limit, thread-rolling plastic limit (PL) and various fa...
The empirical concepts for the liquid limit and plastic limit of fine-grained soils have been in use...
The Atterberg Limits are the most common tests specified by practicing geotechnical and pavement eng...
Plastic limit is an important property of fine-grained soils. The standard thread-rolling method for...
One of the essential characteristics of fine-grain soils is the plasticity or Atterberg limits of th...
Widely used methods for estimating the swelling-shrinkage potential of soil in South Africa rely hea...
Given its apparent limitations, various attempts have been made to develop alternative testing appro...
Soil plasticity index and thereby the liquid limit and plastic limit are often used in order to clas...
Given its apparent limitations, various attempts have been made to develop alternative testing appro...
Given its apparent limitations, various attempts have been made to develop alternative testing appro...
As the water content is increased, the consistency of a fine-grained soil changes from a semi-solid ...
The plastic limit of soils was first described by Atterberg in 1911. The thread-rolling test was sta...
Abstract—As the water content is increased, the consistency of a fine-grained soil changes from a se...
This paper reviews the percussion-cup liquid limit, thread-rolling plastic limit (PL) and various fa...
Among the most commonly specified tests in the geotechnical engineering industry, the liquid limit a...
This paper reviews the percussion-cup liquid limit, thread-rolling plastic limit (PL) and various fa...
The empirical concepts for the liquid limit and plastic limit of fine-grained soils have been in use...
The Atterberg Limits are the most common tests specified by practicing geotechnical and pavement eng...
Plastic limit is an important property of fine-grained soils. The standard thread-rolling method for...
One of the essential characteristics of fine-grain soils is the plasticity or Atterberg limits of th...
Widely used methods for estimating the swelling-shrinkage potential of soil in South Africa rely hea...
Given its apparent limitations, various attempts have been made to develop alternative testing appro...
Soil plasticity index and thereby the liquid limit and plastic limit are often used in order to clas...
Given its apparent limitations, various attempts have been made to develop alternative testing appro...
Given its apparent limitations, various attempts have been made to develop alternative testing appro...
As the water content is increased, the consistency of a fine-grained soil changes from a semi-solid ...
The plastic limit of soils was first described by Atterberg in 1911. The thread-rolling test was sta...
Abstract—As the water content is increased, the consistency of a fine-grained soil changes from a se...