The effect of the fines content in silty sands on the location of the critical state line (CSL) has been investigated by performing standard drained and undrained triaxial tests on reconstituted samples containing Sydney sand, feldspar fines and mixtures of the two at 20, 40 and 60% fines content. In the e-log p′ plane, CSLs of silt–sand mixtures shifted parallel to one another. The transitional fines content of silt–sand mixtures was 40%. Transitional soil behaviour was also observed in silt–sand samples that contained 40 and 60% fines as densely and loosely prepared samples with these fines contents failed on two different and parallel CSLs
ABSTRACT: A series of monotonic and cyclic triaxial tests were performed on a sand with fines source...
An experimental investigation was undertaken to study the effect of small amounts nonplastic fines o...
ABSTRACT: The critical state is arguably the most robust crite-rion for strength design, including p...
AbstractCritical state line and state parameter have been proved to be an effective method to evalua...
The application of critical state framework depends on the presence of either a unique critical stat...
International audienceThis paper presents the results of an experimental investigation of the mechan...
Natural sand does always contain significant amounts of fine particles, known as sand matrix soils. ...
This study uses a critical state soil mechanics perspective to understand the mechanics behind the l...
The threshold fines content of a sand with nonplastic fines represents the silt content where the so...
International audienceA series of consolidated drained triaxial test was performed on weakly bonded ...
[Departement_IRSTEA]Eaux [TR1_IRSTEA]RIVAGEInternational audienceThis communication presents the res...
The thesis reports on experimental research on the static undrained response of silty and clayey san...
Critical state line (CSL) is the central concept in soil mechanics. A series of true triaxial compre...
Published results from laboratory tests show that an increase in the percentage of fines generally l...
Particle breakage plays a relevant role on the stress-strain behavior of rockfills. As is widely rec...
ABSTRACT: A series of monotonic and cyclic triaxial tests were performed on a sand with fines source...
An experimental investigation was undertaken to study the effect of small amounts nonplastic fines o...
ABSTRACT: The critical state is arguably the most robust crite-rion for strength design, including p...
AbstractCritical state line and state parameter have been proved to be an effective method to evalua...
The application of critical state framework depends on the presence of either a unique critical stat...
International audienceThis paper presents the results of an experimental investigation of the mechan...
Natural sand does always contain significant amounts of fine particles, known as sand matrix soils. ...
This study uses a critical state soil mechanics perspective to understand the mechanics behind the l...
The threshold fines content of a sand with nonplastic fines represents the silt content where the so...
International audienceA series of consolidated drained triaxial test was performed on weakly bonded ...
[Departement_IRSTEA]Eaux [TR1_IRSTEA]RIVAGEInternational audienceThis communication presents the res...
The thesis reports on experimental research on the static undrained response of silty and clayey san...
Critical state line (CSL) is the central concept in soil mechanics. A series of true triaxial compre...
Published results from laboratory tests show that an increase in the percentage of fines generally l...
Particle breakage plays a relevant role on the stress-strain behavior of rockfills. As is widely rec...
ABSTRACT: A series of monotonic and cyclic triaxial tests were performed on a sand with fines source...
An experimental investigation was undertaken to study the effect of small amounts nonplastic fines o...
ABSTRACT: The critical state is arguably the most robust crite-rion for strength design, including p...