The most common method to determine liquid limit, sensitivity and undrained shear strength of clay in Nordic countries is to use fall cone test (FC). However, all these properties include some uncertainty arising from different sources e.g. the geological conditions, test procedure and sample disturbance. In this study, the measurement uncertainty of the fall cone test was analysed. The parameters of interest were the penetration depth of the cone and the interpreted intact undrained shear strength. The test set consisted of high-quality block samples (d=132mm) collected from six different depths at soft clay site in Finland. The diameter of the samples made it possible to perform four parallel fall cone tests per depth, so total of 24 fall...
ABSTRACT The liquid limit (LL) is an important parameter for soil classification systems. The use of...
(1) Region disturbed by the cone; (2) Study of the cone motion; (3) Relation between shear strength ...
This is an author's peer-reviewed final manuscript, as accepted by the publisher. The published arti...
The most common method to determine liquid limit, sensitivity and undrained shear strength of clay i...
The fall cone is considered as a more reliable method for determining the liquid limit than the Casa...
The fall cone test is widely used in soil mechanics to determine the liquid limit of fine-grained so...
The fall-cone test is one of the most popular methods used to characterise fine-grained soils. Tradi...
AbstractA fall cone test (FCT) was carried out to obtain the undrained shear strength (su), and to m...
The fall cone test is one of the most popular methods used to determine the soil liquid limit. In th...
The empirical concepts for the liquid limit and plastic limit of fine-grained soils have been in use...
The empirical concepts for the liquid limit and plastic limit of fine-grained soils have been in use...
CT156, Geotechnics and civil engineering, has been developing efforts to create standards with the g...
CT156, Geotechnics and civil engineering, has been developing efforts to create standards with the g...
A total of 1,014 measures of sediment shear strengths were measured by means of miniature vane shear...
The cone penetrometer method is being increasingly used for the determination of the liquid limit of...
ABSTRACT The liquid limit (LL) is an important parameter for soil classification systems. The use of...
(1) Region disturbed by the cone; (2) Study of the cone motion; (3) Relation between shear strength ...
This is an author's peer-reviewed final manuscript, as accepted by the publisher. The published arti...
The most common method to determine liquid limit, sensitivity and undrained shear strength of clay i...
The fall cone is considered as a more reliable method for determining the liquid limit than the Casa...
The fall cone test is widely used in soil mechanics to determine the liquid limit of fine-grained so...
The fall-cone test is one of the most popular methods used to characterise fine-grained soils. Tradi...
AbstractA fall cone test (FCT) was carried out to obtain the undrained shear strength (su), and to m...
The fall cone test is one of the most popular methods used to determine the soil liquid limit. In th...
The empirical concepts for the liquid limit and plastic limit of fine-grained soils have been in use...
The empirical concepts for the liquid limit and plastic limit of fine-grained soils have been in use...
CT156, Geotechnics and civil engineering, has been developing efforts to create standards with the g...
CT156, Geotechnics and civil engineering, has been developing efforts to create standards with the g...
A total of 1,014 measures of sediment shear strengths were measured by means of miniature vane shear...
The cone penetrometer method is being increasingly used for the determination of the liquid limit of...
ABSTRACT The liquid limit (LL) is an important parameter for soil classification systems. The use of...
(1) Region disturbed by the cone; (2) Study of the cone motion; (3) Relation between shear strength ...
This is an author's peer-reviewed final manuscript, as accepted by the publisher. The published arti...