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Soils and Foundations, ISSN 0038-0806, 02/2015, Volume 55, Issue 1, pp. 213 - 219
The transitional fines content is the boundary between fines-dominated and sand-dominated behaviour. Experimental and calculation methods for the determination... 
Sand | Transitional fines content | Critical state soil mechanics | Non-plastic fines | Property index | LIQUEFACTION RESISTANCE | COMPRESSIONAL BEHAVIOR | NONPLASTIC FINES | STRENGTH | DENSITY | GEOSCIENCES, MULTIDISCIPLINARY | STIFFNESS | ENGINEERING, GEOLOGICAL | CRITICAL-STATE | RANDOM CLOSE PACKING
Journal Article
by Yang, J and Wei, L.M
Geotechnique, ISSN 0016-8505, 12/2012, Volume 62, Issue 12, pp. 1111 - 1125
This paper describes a fundamental study to explore the role of particle shape in the shear behaviour of mixtures of sand and fine particles (fines) through... 
Laboratory tests | Sands | Shear strength | Fabric/structure of soils | Liquefaction | Silts | shear strength | NONPLASTIC FINES | SOILS | BEHAVIOR | STATE | liquefaction | SILTY SANDS | laboratory tests | sands | fabric/structure of soils | silts | CYCLIC STRENGTH | GEOSCIENCES, MULTIDISCIPLINARY | ROUNDNESS | ENGINEERING, GEOLOGICAL | SIZE MEASUREMENT
Journal Article
Powder Technology, ISSN 0032-5910, 12/2018, Volume 340, pp. 139 - 153
Journal Article
Soil Dynamics and Earthquake Engineering, ISSN 0267-7261, 05/2016, Volume 84, pp. 134 - 144
Journal Article
Soil Dynamics and Earthquake Engineering, ISSN 0267-7261, 07/2018, Volume 110, pp. 110 - 120
The goal of this paper is to find the influence of fines content, , on the fitting parameters of Hardin's relationship to predict shear modulus and damping... 
Shear stiffness | Fines content | Resonant column device | Damping ratio | Shear strain | Reference shear strain | NONPLASTIC FINES | SILTY SANDS | STRENGTH | GROUND RESPONSE | GEOSCIENCES, MULTIDISCIPLINARY | LOOSE SAND | STIFFNESS | GRANULAR VOID RATIO | ENGINEERING, GEOLOGICAL | SHEAR MODULUS | STRESS | Analysis | Rock mechanics
Journal Article
Soils and Foundations, ISSN 0038-0806, 10/2016, Volume 56, Issue 5, pp. 756 - 764
The paper presents the application of equivalent granular void ratio * to predict the maximum stiffness of coarse particles containing low and high amounts of... 
Micro-CT | Equivalent granular void ratio | Maximum elastic moduli | Fines content | Resonant column | Threshold fines content | VELOCITY | NONPLASTIC FINES | SOILS | SHEAR-STRENGTH | PARTICLES | BEHAVIOR | GEOSCIENCES, MULTIDISCIPLINARY | LOOSE SAND | ENGINEERING, GEOLOGICAL | SAND-SILT MIXTURES | VOID RATIO | STRESS
Journal Article
Journal of Geotechnical and Geoenvironmental Engineering, ISSN 1090-0241, 05/2013, Volume 139, Issue 5, pp. 825 - 830
AbstractSoils in the field or at reclaimed sites commonly contain some amount of silt or clay rather than clean sand only. The effect of a low fraction of... 
Technical Notes | Clays | Sand | Soil liquefaction | Plasticity | Silts | NONPLASTIC FINES | SOILS | SHEAR-STRENGTH | BEHAVIOR | SILTY SANDS | GEOSCIENCES, MULTIDISCIPLINARY | ENGINEERING, GEOLOGICAL | CLAYEY SANDS | Research | Sandy soils | Analysis | Sands | Liquefaction | Test procedures | Geoenvironmental engineering | Reclamation
Journal Article
Canadian Geotechnical Journal, ISSN 0008-3674, 10/2008, Volume 45, Issue 10, pp. 1439 - 1456
Journal Article
Journal of Earthquake Engineering, ISSN 1363-2469, 07/2019, Volume 23, Issue 6, pp. 909 - 929
Journal Article
Engineering Geology, ISSN 0013-7952, 2007, Volume 89, Issue 3, pp. 195 - 205
Clayey sand can be considered as a composite matrix of coarse and fine grains. The interaction between coarser and finer grain matrices affects the overall... 
Shear stress | Clay | Compression | Sand | Void ratio | Soil fabric | NONPLASTIC FINES | SHEAR-STRENGTH | STATIC LIQUEFACTION | LOOSE SANDS | COMPRESSIBILITY BEHAVIOR | SILTY SANDS | COHESIONLESS SOILS | clay | TEXTURAL POROSITY | MIXTURES | sand | GEOSCIENCES, MULTIDISCIPLINARY | shear stress | ENGINEERING, GEOLOGICAL | soil fabric | UNDRAINED BEHAVIOR | compression | void ratio
Journal Article
Engineering Geology, ISSN 0013-7952, 10/2014, Volume 181, pp. 48 - 57
Uncertainties prevail at the current liquefaction screening method based on the cone penetration test (CPT) as to whether the existence of fines increases... 
Sand with fines | Liquefaction resistance | Coefficient of consolidation | Clean sand | Relative density | Cone penetration resistance | TESTS | NONPLASTIC FINES | SOILS | GEOSCIENCES, MULTIDISCIPLINARY | ENGINEERING, GEOLOGICAL | CLAY | SANDS | Soil structure
Journal Article
Soils and Foundations, ISSN 0038-0806, 10/2015, Volume 55, Issue 5, pp. 1148 - 1157
This paper reports the experimental findings regarding the influence of fines on the stiffness reduction, the stiffness anisotropy, and the stiffness changes... 
Aging | Fines effects | Contact forces | Fabric anisotropy | Stiffness anisotropy | NONPLASTIC FINES | SOILS | SHEAR-STRENGTH | BEHAVIOR | CLAYEY SAND | MECHANISMS | MIXTURES | GEOSCIENCES, MULTIDISCIPLINARY | INDUCED MODULUS CHANGES | ENGINEERING, GEOLOGICAL
Journal Article
Soil Dynamics and Earthquake Engineering, ISSN 0267-7261, 2004, Volume 24, Issue 3, pp. 181 - 187
This study has been carried out to determine how the fines content affects the steady-state line and residual strength of mixed and layered samples of a sand.... 
Fine content | Shear strength | Steady-state strength | Sample preparation | Triaxial test | Liquefaction | shear strength | NONPLASTIC FINES | GEOSCIENCES, MULTIDISCIPLINARY | fine content | UNDRAINED SHEAR-STRENGTH | ENGINEERING, GEOLOGICAL | liquefaction | SILTY SANDS | triaxial test | STRESS | steady-state strength | sample preparation
Journal Article
Soil Dynamics and Earthquake Engineering, ISSN 0267-7261, 11/2014, Volume 66, pp. 443 - 458
Journal Article