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On equivalent granular void ratio and steady state behaviour of loose sand with fines

https://doi.org/10.1139/t08-064
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What this work says

Outgoing claims: the papers this work cites, builds on, or argues with.

inferredcites →https://doi.org/10.1016/0148-9062(78)91236-6openalex-snapshot
Fundamentals of soil behaviour
inferredcites →https://doi.org/10.1016/j.soildyn.2004.06.013openalex-snapshot
A laboratory study on the undrained strength of a silty sand from Central Western Taiwan
inferredcites →https://doi.org/10.1016/j.soildyn.2004.11.027openalex-snapshot
Instability of sand–silt mixtures
inferredcites →https://doi.org/10.1016/s0267-7261(02)00128-8openalex-snapshot
Liquefaction in silty soils—screening and remediation issues
inferredcites →https://doi.org/10.1016/s0267-7261(02)00210-5openalex-snapshot
Liquefaction resistance of sand–silt mixtures: an experimental investigation of the effect of fines
inferredcites →https://doi.org/10.1061/(asce)0733-9410(1992)118:2(191)openalex-snapshot
Strain‐Softening Behavior of Granular Soil in Strain‐Path Testing
inferredcites →https://doi.org/10.1061/(asce)1090-0241(1998)124:6(479)openalex-snapshot
Effect of Fines and Confining Stress on Undrained Shear Strength of Silty Sands
inferredcites →https://doi.org/10.1061/(asce)1090-0241(2001)127:5(408)openalex-snapshot
Effects of Nonplastic Fines on the Liquefaction Resistance of Sands
inferredcites →https://doi.org/10.1061/(asce)1090-0241(2002)128:10(849)openalex-snapshot
Undrained Fragility of Clean Sands, Silty Sands, and Sandy Silts
inferredcites →https://doi.org/10.1061/40779(158)33openalex-snapshot
Cyclic Shear Strength of Silts and Sands under Cyclic Loading
inferredcites →https://doi.org/10.1111/j.1151-2916.1961.tb13716.xopenalex-snapshot
Mechanical Packing of Spherical Particles
inferredcites →https://doi.org/10.1139/t01-062openalex-snapshot
Strength and dilatancy of a silt stabilized by a cement and fly ash mixture
inferredcites →https://doi.org/10.1139/t06-023openalex-snapshot
Equivalent granular void ratio for characterization of Singapore's Old Alluvium
inferredcites →https://doi.org/10.1139/t06-058openalex-snapshot
Design and evaluation of mixtures of mine waste rock and tailings
inferredcites →https://doi.org/10.1139/t06-069openalex-snapshot
Steady-state lines of sand–silt mixtures
inferredcites →https://doi.org/10.1139/t09-025openalex-snapshot
Reply to the discussion by Wanatowski and Chu on “On equivalent granular void ratio and steady state behaviour of loose sand with fines”Appears in the Canadian Geotechnical Journal,46(4): 482.
inferredcites →https://doi.org/10.1139/t99-029openalex-snapshot
State-dependant dilatancy in critical-state constitutive modelling of sand
inferredcites →https://doi.org/10.1520/gtj10991jopenalex-snapshot
A Technique for Reducing Membrane Penetration and Bedding Errors
inferredcites →https://doi.org/10.1520/gtj11301jopenalex-snapshot
An Experimental Study of the Mechanics of Two Weakly Cemented Soils
inferredcites →https://doi.org/10.1520/gtj11373jopenalex-snapshot
Effects of Non-Plastic Fines on Minimum and Maximum Void Ratios of Sand
inferredcites →https://doi.org/10.1520/gtj14010openalex-snapshot
Determination of the Transitional Fines Content of Mixtures of Sand and Non-plastic Fines
inferredcites →https://doi.org/10.1680/geot.1990.40.3.431openalex-snapshot
The undrained behaviour of clayey sands in triaxial compression and extension
inferredcites →https://doi.org/10.1680/geot.1993.43.3.351openalex-snapshot
Liquefaction and flow failure during earthquakes
inferredcites →https://doi.org/10.1680/geot.1995.45.2.237openalex-snapshot
Effects of sampling on the undrained behaviour of clayey sands
inferredcites →https://doi.org/10.1680/geot.1997.47.1.97openalex-snapshot
Undrained behaviour of clayey sands in load controlled triaxial tests
inferredcites →https://doi.org/10.1680/geot.2002.52.10.751openalex-snapshot
Effect of fines on instability behaviour of loose sand
inferredcites →https://doi.org/10.1680/geot.2004.54.9.561openalex-snapshot
Contribution of fines to the compressive strength of mixed soils
inferredcites →https://doi.org/10.1680/geot.2005.55.8.627openalex-snapshot
Discussion: Contribution of fines to the compressive strength of mixed soils
inferredcites →https://doi.org/10.1680/geot.2006.56.9.639openalex-snapshot
The undrained response of sands with additions of particles of various shapes and sizes
inferredcites →https://doi.org/10.1680/geot.2007.57.3.273openalex-snapshot
Undrained monotonic response of clean and silty sands
inferredcites →https://doi.org/10.3208/sandf1972.31.3_17openalex-snapshot
Undrained Behaviour of Natural and Model Clayey Sands

What points at this work

Incoming claims: where this work appears in other papers’ reference lists and arguments.

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Combined Effect of Non-Plastic Fines and Stress Anisotropy on Cyclic Behavior of Bushehr Calcareous Sand
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Impact of Particle Characteristics on the Static Liquefaction of Jhelum Riverbed Sand
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DEM study on the dynamic behaviors of binary mixtures with the same equivalent skeleton void ratio
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Small strain stiffness of granular materials containing fines
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Influence of non-plastic fines content on maximum shear modulus of granular materials
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The relation between the state indices and the characteristic features of undrained behaviour of silty sand
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Liquefaction of a coal ash investigated by monotonic and cyclic triaxial tests
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Influence of particle shape and size on the threshold fines content and the limit index void ratios of sands containing non-plastic fines
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Transition of gap-graded soil fabric – shear wave measurements and dispersion relation
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Post-erosion mechanical responses of internally unstable gap-graded soil under drained torsional simple shear and triaxial compression
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Liquefaction characteristics of sand-gravel mixtures: Experimental observations and its assessment based on intergranular state concept
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The effect of suffusion on small strain shear modulus of gap-graded soil under principal stress rotation
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Investigating the liquefaction resistance and initial shear modulus of silty sands from equivalent intergranular void ratio concept
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Relationship between mean particle size and fines contribution factor in steady state of sand
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Discussion of the paper: Effect of physical parameters on static undrained resistance of sandy soil with low fines content
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Predicting onset of cyclic instability of loose sand with fines using instability curves
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Recommendations for extension and re-calibration of an existing sand constitutive model taking into account varying non-plastic fines content
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Evaluation of state indices in predicting the cyclic and monotonic strength of sands with different fines contents
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On the influence of a non-cohesive fines content on small strain stiffness, modulus degradation and damping of quartz sand
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Discussion of the paper: “Recommendations for extension and re-calibration of an existing sand constitutive model taking into account varying non-plastic fines content”
inferred← citeshttps://doi.org/10.1016/j.soildyn.2014.12.018openalex-snapshot
A micromechanical analysis of the effect of fabric on low-strain stiffness of granular soils
inferred← citeshttps://doi.org/10.1016/j.soildyn.2015.01.003openalex-snapshot
Response to the discussion on “Recommendations for extension and re-calibration of an existing sand constitutive model taking into account varying non-plastic fines content” by Md. Mizanur Rahman, S. R. Lo
inferred← citeshttps://doi.org/10.1016/j.soildyn.2016.02.006openalex-snapshot
Evaluation of static and dynamic properties of sand–fines mixtures through the state and equivalent state parameters
inferred← citeshttps://doi.org/10.1016/j.soildyn.2016.09.027openalex-snapshot
Non-plastic silty sand liquefaction, screening, and remediation
inferred← citeshttps://doi.org/10.1016/j.soildyn.2017.03.013openalex-snapshot
Effect of silt on post-cyclic shear strength of sand
inferred← citeshttps://doi.org/10.1016/j.soildyn.2017.06.023openalex-snapshot
Coupled influence of content, gradation and shape characteristics of silts on static liquefaction of loose silty sands
inferred← citeshttps://doi.org/10.1016/j.soildyn.2017.07.015openalex-snapshot
The influence of non-plastic fines on pore water pressure generation and undrained shear strength of sand-silt mixtures
inferred← citeshttps://doi.org/10.1016/j.soildyn.2017.08.008openalex-snapshot
Characterization of the small-strain dynamic behaviour of silty sands; contribution of silica non-plastic fines content
inferred← citeshttps://doi.org/10.1016/j.soildyn.2018.02.020openalex-snapshot
Small and intermediate strain properties of sands containing fines
inferred← citeshttps://doi.org/10.1016/j.soildyn.2018.05.028openalex-snapshot
Comparing laboratory-based liquefaction resistance of a sand with non-plastic fines with shear wave velocity-based field case histories
inferred← citeshttps://doi.org/10.1016/j.soildyn.2018.08.011openalex-snapshot
Influence of size disparity on small-strain shear modulus of sand-fines mixtures
inferred← citeshttps://doi.org/10.1016/j.soildyn.2018.11.005openalex-snapshot
On the influence of platy shell particles on the cumulative deformations in sand under drained high-cyclic loading
inferred← citeshttps://doi.org/10.1016/j.soildyn.2020.106338openalex-snapshot
Comparison of cyclic liquefaction behavior of clean and silty sands considering static shear effect
inferred← citeshttps://doi.org/10.1016/j.soildyn.2020.106489openalex-snapshot
Liquefaction resistance of Christchurch sandy soils from direct simple shear tests
inferred← citeshttps://doi.org/10.1016/j.soildyn.2021.106727openalex-snapshot
Undrained cyclic response of a dense saturated sand with various grain sizes and contents of nonplastic fines: Experimental analysis and constitutive modeling
inferred← citeshttps://doi.org/10.1016/j.soildyn.2021.106924openalex-snapshot
Impact of bedding plane direction and type of plastic microparticles on stiffness of inherently anisotropic gap-graded soils: Index, wave propagation and micromechanical-based interpretations
inferred← citeshttps://doi.org/10.1016/j.soildyn.2022.107318openalex-snapshot
Using different state parameters for characterizing undrained static and cyclic behavior of sand with non-plastic fines
inferred← citeshttps://doi.org/10.1016/j.soildyn.2022.107609openalex-snapshot
Energy-based assessment of cyclic liquefaction behavior of clean and silty sand under sustained initial stress conditions
inferred← citeshttps://doi.org/10.1016/j.soildyn.2023.108201openalex-snapshot
Influences of particle size distribution and fines content on the excess pore water pressure generation of sand-silt mixtures under cyclic loading
inferred← citeshttps://doi.org/10.1016/j.soildyn.2023.108279openalex-snapshot
Prediction model for small-strain shear modulus of non-plastic fine–coarse-grained soil mixtures based on extreme void ratios
inferred← citeshttps://doi.org/10.1016/j.soildyn.2024.109169openalex-snapshot
Gravel content effect on site response of sand-like gravelly soil deposits by centrifuge model tests
inferred← citeshttps://doi.org/10.1016/j.soildyn.2025.109721openalex-snapshot
Influence of clay content on static shear strength of sand-clay mixture
inferred← citeshttps://doi.org/10.1016/j.soildyn.2025.109904openalex-snapshot
Drained cyclic deformation behavior of coral sand with varying fines contents under anisotropic consolidation
inferred← citeshttps://doi.org/10.1016/j.soildyn.2026.110139openalex-snapshot
Combined influence of fine/gravel particle contents on liquefaction resistance of wide-graded soils
inferred← citeshttps://doi.org/10.1016/j.soildyn.2026.110285openalex-snapshot
Influence of fines content and initial static shear on the cyclic liquefaction behavior of silty sands: A DEM study
inferred← citeshttps://doi.org/10.1016/j.soildyn.2026.110730openalex-snapshot
Cyclic liquefaction behavior of weakly cemented and fines-treated sands with gradation effects
inferred← citeshttps://doi.org/10.1016/j.trgeo.2015.06.004openalex-snapshot
Predictive correlations for the compaction of clean sands
inferred← citeshttps://doi.org/10.1016/j.trgeo.2025.101482openalex-snapshot
Undrained Triaxial Compression Testing of Sand-Low Plastic Silt Mixtures
inferred← citeshttps://doi.org/10.1051/e3sconf/20199214006openalex-snapshot
Particle-scale insight into transitional behaviour of gap-graded materials – small-strain stiffness and frequency response
inferred← citeshttps://doi.org/10.1051/epjconf/201714002019openalex-snapshot
Determination of the equivalent intergranular void ratio - Application to the instability and the critical state of silty sand
inferred← citeshttps://doi.org/10.1051/matecconf/201928102001openalex-snapshot
Influence of non-plastic fines on the cyclic resistance of sands to liquefaction
inferred← citeshttps://doi.org/10.1061/(asce)em.1943-7889.0001323openalex-snapshot
Discussion of “Effect of Particle Shape and Fine Content on the Behavior of Binary Mixture” by Tang-Tat Ng, Wei Zhou, and Xiao-Lin Chang
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0000316openalex-snapshot
Prediction of Undrained Monotonic and Cyclic Liquefaction Behavior of Sand with Fines Based on the Equivalent Granular State Parameter
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0001085openalex-snapshot
Progressive Internal Erosion in a Gap-Graded Internally Unstable Soil: Mechanical and Geometrical Effects
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0002242openalex-snapshot
Effect of Active Plastic Fine Fraction on Undrained Behavior of Binary Granular Mixtures
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0002325openalex-snapshot
Numerical Study of a Binary Mixture of Similar Ellipsoids of Various Particle Shapes and Fines Contents
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0002472openalex-snapshot
Experimental Studies and Constitutive Modeling of Static Liquefaction Instability in Sand–Clay Mixtures
inferred← citeshttps://doi.org/10.1061/(asce)gm.1943-5622.0002486openalex-snapshot
Shear-Induced Instability of Sand Containing Fines: Using the Equivalent Intergranular Void Ratio as a State Variable
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0000661openalex-snapshot
Predicting the Onset of Static Liquefaction of Loose Sand with Fines
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0000912openalex-snapshot
Closure to “Assessment of Reinforcement Strains in Very Tall Mechanically Stabilized Earth Walls” by Armin W. Stuedlein, Tony M. Allen, Robert D. Holtz, and Barry R. Christopher
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0000966openalex-snapshot
Closure to “Predicting the Onset of Static Liquefaction of Loose Sand with Fines” by Rahman Md. Mizanur and S. R. Lo
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0001115openalex-snapshot
Undrained Behavior of Sand-Fines Mixtures and Their State Parameter
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0001527openalex-snapshot
Discussion of “Comparing CPT and Vs Liquefaction Triggering Methods” by P. K. Robertson
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0001760openalex-snapshot
Predicting the Maximum Shear Modulus of Sands Containing Nonplastic Fines
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0001859openalex-snapshot
Undrained Behavior of Silty Sand and the Role of Isotropic and K0 Consolidation
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0001861openalex-snapshot
Undrained Monotonic Shear Response of MICP-Treated Silty Sands
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0001981openalex-snapshot
Discussion of “Predicting the Maximum Shear Modulus of Sands Containing Nonplastic Fines” by Meisam Goudarzy, Negar Rahemi, Md. Mizanur Rahman, and Tom Schanz
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0001982openalex-snapshot
Closure to “Predicting the Maximum Shear Modulus of Sands Containing Nonplastic Fines” by Meisam Goudarzy, Negar Rahemi, Md. Mizanur Rahman, and Tom Schanz
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0002267openalex-snapshot
Practical Estimation of Compression Behavior of Clayey/Silty Sands Using Equivalent Void-Ratio Concept
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0002320openalex-snapshot
Forewarning of Static Liquefaction Landslides
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0002466openalex-snapshot
Influence of Particle Size Distribution on the Proportion of Stress-Transmitting Particles and Implications for Measures of Soil State
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0002470openalex-snapshot
Application of Critical State Approach to Liquefaction Resistance of Sand–Silt Mixtures under Cyclic Simple Shear Loading
inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0002487openalex-snapshot
Influence of Fabric on Stress Distribution in Gap-Graded Soil
inferred← citeshttps://doi.org/10.1061/(asce)mt.1943-5533.0002991openalex-snapshot
Elastic Dynamic Young’s Modulus and Poisson’s Ratio of Sand–Silt Mixtures
inferred← citeshttps://doi.org/10.1061/41165(397)161openalex-snapshot
Equivalent Granular State Parameter in Predicting Different Forms of Cyclic Liquefaction Behaviour of Sand with Fines
inferred← citeshttps://doi.org/10.1061/41165(397)367openalex-snapshot
Instability Behaviour for Sandy Soils
inferred← citeshttps://doi.org/10.1061/9780784413272.015openalex-snapshot
Undrained Behavior of Silty Glacial Sand
inferred← citeshttps://doi.org/10.1061/9780784413272.016openalex-snapshot
Undrained Monotonic Behaviors of Silty Sand in Triaxial Extension Shearing
inferred← citeshttps://doi.org/10.1061/9780784479087.019openalex-snapshot
Undrained Behavior of Sand by DEM Study
inferred← citeshttps://doi.org/10.1061/9780784481585.031openalex-snapshot
Influence of Non-Plastic Fines on Laboratory Shear Wave Velocity Measurements and Cyclic Resistance
inferred← citeshttps://doi.org/10.1061/9780784486504.021openalex-snapshot
Modelling Undrained and Drained Triaxial Shearing Behaviour of Realistic Sand Particles Using DEM
inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-14191openalex-snapshot
Energy-Based Model for Excess Pore-Water Pressure Generation in Saturated Coral Sand
inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-8885openalex-snapshot
Effect of the Interaction of Fines and Granular Particles on Cyclic Liquefaction Resistance Using the Equivalent Granular Void Ratio and Capacity Energy Approach
inferred← citeshttps://doi.org/10.1061/ijgnai.gmeng-9784openalex-snapshot
One-Dimensional Compression Behavior of River Silty Sand: Emphasizing the Equivalent Void Ratio Concept
inferred← citeshttps://doi.org/10.1061/jggefk.gteng-11610openalex-snapshot
Constitutive Model for Thermo–Hydro–Mechanical Behaviors of Saturated Partially Frozen Cohesionless Soils: A Theoretical Pore-Scale Study
inferred← citeshttps://doi.org/10.1061/jggefk.gteng-14497openalex-snapshot
Influence of Fines Plasticity and Water Content on the Mechanical Response of Binary Soil Mixtures: Analysis Using the Equivalent Void Ratio
inferred← citeshttps://doi.org/10.1061/jggefk.gteng-14707openalex-snapshot
Impact of Nonplastic Fines Content on the Small-Strain Shear Modulus and Water Retention Behavior of Unsaturated Sand–Silt Mixtures
inferred← citeshttps://doi.org/10.1061/jggefk.gteng-15160openalex-snapshot
Strain Accumulation in Sand under Long-Term Cyclic Loading: Effects of Fines Content and Drainage Conditions
inferred← citeshttps://doi.org/10.1080/1064119x.2019.1569740openalex-snapshot
A numerical investigation of influence of low-plasticity fines in sand on lateral response of piles
inferred← citeshttps://doi.org/10.1080/1064119x.2023.2187728openalex-snapshot
Discussion of “Liquefaction susceptibility of beach sand containing plastic fines”, by Hamza Saeed, Zalihe Nalbantoglu & Eris Uygar; Marine Georesources & Geotechnology, DOI: 10.1080/1064119X.2021.2007556
inferred← citeshttps://doi.org/10.1080/1064119x.2023.2244938openalex-snapshot
Applicability of the concept of equivalent intergranular void ratio to sand-plastic fines mixtures below threshold fines content
inferred← citeshttps://doi.org/10.1080/1064119x.2024.2367740openalex-snapshot
Equivalent state parameter dependency on gradation properties of medium sand-fines mixtures
inferred← citeshttps://doi.org/10.1080/13632469.2025.2537098openalex-snapshot
Cyclic Failure Mechanisms of Tailings with Various Equivalent Void Ratios Based on Dynamic Triaxial Tests
inferred← citeshttps://doi.org/10.1080/17486020903452709openalex-snapshot
Limited flow characteristics of sand with fines under cyclic loading
inferred← citeshttps://doi.org/10.1080/17486025.2011.616935openalex-snapshot
Initial shear modulus of sandy soils and equivalent granular void ratio
inferred← citeshttps://doi.org/10.1080/17486025.2012.660199openalex-snapshot
Discussion on: “Undrained monotonic response of sand–silt mixtures: effect of nonplastic fines” by Dash, H.K. and Sitharam, T.G. in Geomechanics and Geoengineering: An International Journal, 6(1), 47–58
inferred← citeshttps://doi.org/10.1080/17486025.2019.1670871openalex-snapshot
Genesis of transitional behaviour in geomaterials: a review and gap analysis
inferred← citeshttps://doi.org/10.1080/17486025.2021.1890233openalex-snapshot
Predicting the saturated hydraulic conductivity of particulate assemblies based on active fraction of fines and particle-size disparity parameters
inferred← citeshttps://doi.org/10.1080/19386362.2015.1122365openalex-snapshot
Undrained monotonic and cyclic response of sand–silt mixtures
inferred← citeshttps://doi.org/10.1080/19648189.2014.939304openalex-snapshot
An experimental investigation into the effects of low plastic fines content on the behaviour of sand/silt mixtures
inferred← citeshttps://doi.org/10.1080/19648189.2018.1513870openalex-snapshot
Study on the small strain shear modulus of saturated sand-fines mixtures by bender element test
inferred← citeshttps://doi.org/10.1080/19648189.2020.1765198openalex-snapshot
Experimental study of liquefaction resistance: effect of non-plastic silt content on sand matrix
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