International audienceThe determination of the mechanical properties of soils containing particles larger than the allowable size by standard laboratory equipment is problematic. It is indeed necessary to eliminate the coarsest fraction to carry out the tests, which poses a problem of representativeness of the results at the scale of the structure. Parallel gradation and scalping methods are presented as a means of estimating the shear strength of heterogeneous granular soils from tests on their finer fraction. This study focuses on the effect of fines content on the estimation by these methods, which is not well known. The results showed that the parallel gradation method can predict the angle of friction of the initial material despite a ...
Abstract: Naturally occurring and reconstituted granular soils consisting of a matrix of large and s...
Shear strength is an essential index for the evaluation of soil stability. Test results of the shear...
The behaviour of a granular material is mainly dependent on its frictional properties, angle of inte...
The determination of the mechanical properties of soils containing particles larger than the allowab...
Les sols grossiers à matrice, matériaux contenant des grains allant du micromètre à plusieurs dizain...
Coarse grained soils are caracterised by the presence of over sized particles in the material. The s...
L’évaluation des caractéristiques de résistance au cisaillement des sols grossiers par la réalisatio...
International audienceThis paper presents an experimental program that characterizes the mechanical ...
The physics-mechanical properties of soils depend on their structure and interaction phase component...
Summarization: Numerous studies have attempted to correlate geotechnical properties and to produce s...
[Departement_IRSTEA]Territoires [TR1_IRSTEA]SEDYVINInternational audienceThe analysis of the influen...
AbstractIn this work, the effect of the fine content on the undrained mechanical behavior of a granu...
AbstractA total of 27 large scale direct shear tests have been conducted to investigate the shear st...
ABSTRACT: The determination of shear strength parameters for coarse granular materials such as rockf...
In geotechnical engineering, the mechanical behaviour of granular soils under monotonic and cyclic l...
Abstract: Naturally occurring and reconstituted granular soils consisting of a matrix of large and s...
Shear strength is an essential index for the evaluation of soil stability. Test results of the shear...
The behaviour of a granular material is mainly dependent on its frictional properties, angle of inte...
The determination of the mechanical properties of soils containing particles larger than the allowab...
Les sols grossiers à matrice, matériaux contenant des grains allant du micromètre à plusieurs dizain...
Coarse grained soils are caracterised by the presence of over sized particles in the material. The s...
L’évaluation des caractéristiques de résistance au cisaillement des sols grossiers par la réalisatio...
International audienceThis paper presents an experimental program that characterizes the mechanical ...
The physics-mechanical properties of soils depend on their structure and interaction phase component...
Summarization: Numerous studies have attempted to correlate geotechnical properties and to produce s...
[Departement_IRSTEA]Territoires [TR1_IRSTEA]SEDYVINInternational audienceThe analysis of the influen...
AbstractIn this work, the effect of the fine content on the undrained mechanical behavior of a granu...
AbstractA total of 27 large scale direct shear tests have been conducted to investigate the shear st...
ABSTRACT: The determination of shear strength parameters for coarse granular materials such as rockf...
In geotechnical engineering, the mechanical behaviour of granular soils under monotonic and cyclic l...
Abstract: Naturally occurring and reconstituted granular soils consisting of a matrix of large and s...
Shear strength is an essential index for the evaluation of soil stability. Test results of the shear...
The behaviour of a granular material is mainly dependent on its frictional properties, angle of inte...