The final publication is available at Springer via http://dx.doi.org/10.1007/s11440-016-0437-9The paper reports the results of suction controlled triaxial tests performed on compacted samples of two well graded granular materials in the range of coarse sand-medium gravel particle sizes: a quartzitic slate and a hard limestone. The evolution of grain size distributions is discussed. Dilatancy rules were investigated. Dilatancy could be described in terms of stress ratio, plastic work input and average confining stress. The shape of the yield locus in a triaxial plane was established by different experimental techniques. Yielding loci in both types of lithology is well represented by approximate elliptic shapes whose major axis follows approx...
In this paper, we examine the role of grain mineralogy and compressibility, sample preparation, and ...
Typescript (photocopy).Cylindrical specimens of several sandstones, carbonates, and quartz-rich silt...
As well known, rockfill behaviour is strongly influenced by both intrinsic (mineralogy and size of p...
The final publication is available at Springer via http://dx.doi.org/10.1007/s11440-016-0437-9The pa...
Yielding of granular aggregates is associated with particle breakage. Breakage depends on the rock t...
The use of rockfill in civil engineering works such as earth and rockfill dams, road and railway emb...
International audienceAn extensive program of axisymmetric compression and extension tests was perfo...
Coarse-grained soils are used in many civil engineering structures, such as land reclaiming, rockfil...
This paper describes the development of a new triaxial cell specifically built to test coarse granul...
This paper describes the results of a series of triaxial tests carried out to investigate the influe...
A GCTS medium-sized triaxial apparatus is used to conduct a single-line method wetting test on three...
A standard stress path triaxial test system was applied to carry out conventional triaxial shearing ...
The study firstly investigates the influence of interparticle attractions by creating artificial bon...
The stress-strain behavior and shear strength of gravelly soil at different shearing rates were inve...
The results of suction controlled triaxial compression tests on an unsaturated coarsegrained soil ar...
In this paper, we examine the role of grain mineralogy and compressibility, sample preparation, and ...
Typescript (photocopy).Cylindrical specimens of several sandstones, carbonates, and quartz-rich silt...
As well known, rockfill behaviour is strongly influenced by both intrinsic (mineralogy and size of p...
The final publication is available at Springer via http://dx.doi.org/10.1007/s11440-016-0437-9The pa...
Yielding of granular aggregates is associated with particle breakage. Breakage depends on the rock t...
The use of rockfill in civil engineering works such as earth and rockfill dams, road and railway emb...
International audienceAn extensive program of axisymmetric compression and extension tests was perfo...
Coarse-grained soils are used in many civil engineering structures, such as land reclaiming, rockfil...
This paper describes the development of a new triaxial cell specifically built to test coarse granul...
This paper describes the results of a series of triaxial tests carried out to investigate the influe...
A GCTS medium-sized triaxial apparatus is used to conduct a single-line method wetting test on three...
A standard stress path triaxial test system was applied to carry out conventional triaxial shearing ...
The study firstly investigates the influence of interparticle attractions by creating artificial bon...
The stress-strain behavior and shear strength of gravelly soil at different shearing rates were inve...
The results of suction controlled triaxial compression tests on an unsaturated coarsegrained soil ar...
In this paper, we examine the role of grain mineralogy and compressibility, sample preparation, and ...
Typescript (photocopy).Cylindrical specimens of several sandstones, carbonates, and quartz-rich silt...
As well known, rockfill behaviour is strongly influenced by both intrinsic (mineralogy and size of p...