On the public citation graph

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.

0 signed · 65 inferred · view as graph

Inferred edges come from two machine sources: sweeps of open repository metadata (mostly SSRN and Zenodo), and a bulk OpenAlex citation snapshot. Every row below is labelled with the one it came from. Neither is a complete citation index — absence here is not evidence of absence.

Is this your work? Sign in with ORCID and put your name on the claims that are yours.

Claim with ORCID

Reference health. See whether every reference in this work resolves to a known work and none has been retracted — and get a dated CiteStamped badge you can embed.

See reference health

What this work says

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

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/s0267-7261(02)00128-8openalex-snapshot

Liquefaction in silty soils—screening and remediation issues

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/(asce)1090-0241(2005)131:2(213)openalex-snapshot

Behavior of Marine Sand-Clay Mixtures under Static and Cyclic Triaxial Shear

inferredcites →https://doi.org/10.1139/t08-064openalex-snapshot

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

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.2004.54.9.561openalex-snapshot

Contribution of fines to the compressive strength of mixed soils

What points at this work

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

inferred← citeshttps://doi.org/10.2139/ssrn.4750622openalex-extracted

Combined Effect of Non-Plastic Fines and Stress Anisotropy on Cyclic Behavior of Bushehr Calcareous Sand

inferred← citeshttps://doi.org/10.1007/978-3-030-01926-6_4openalex-snapshot

Critical State Theory for Sand with Fines: A DEM Perspective

inferred← citeshttps://doi.org/10.1007/978-981-16-1468-2_11openalex-snapshot

The State of Art on Equivalent State Theory for Silty Sands

inferred← citeshttps://doi.org/10.1007/s10706-026-03901-4openalex-snapshot

Effects of Fines Content and Initial Static Shear on Pore Pressure Response and Liquefaction Resistance of Silty Sands

inferred← citeshttps://doi.org/10.1007/s11440-011-0145-4openalex-snapshot

Equivalent granular state parameter and undrained behaviour of sand–fines mixtures

inferred← citeshttps://doi.org/10.1007/s11440-012-0195-2openalex-snapshot

The effect of drained pre-shearing on the undrained behaviour of loose sand with a small amount of fines

inferred← citeshttps://doi.org/10.1007/s11440-021-01410-7openalex-snapshot

Modelling undrained behaviour of sand with fines and fabric anisotropy

inferred← citeshttps://doi.org/10.1007/s11440-023-02126-6openalex-snapshot

Experimental study on monotonic to high-cyclic behaviour of sand-silt mixtures

inferred← citeshttps://doi.org/10.1007/s11440-025-02865-8openalex-snapshot

Influence of non-plastic fines on cyclic behavior of Bushehr calcareous sand with presence of initial static shear stress

inferred← citeshttps://doi.org/10.1016/j.compgeo.2022.105083openalex-snapshot

A quantitative evaluation method for granular skeleton state of binary soils at arbitrary relative density

inferred← citeshttps://doi.org/10.1016/j.crme.2010.12.009openalex-snapshot

Comment on: “Influence of inter-granular void ratio on monotonic and cyclic undrained shear response of sandy soils” by M. Belkhatir, A. Arab, H. Missoum, T. Schanz [C. R. Mecanique 338 (2010) 290–303]

inferred← citeshttps://doi.org/10.1016/j.enggeo.2024.107540openalex-snapshot

On the undrained shear behavior of sand mixtures with non-plastic fines subjected to large shear displacement

inferred← citeshttps://doi.org/10.1016/j.enggeo.2025.108381openalex-snapshot

Influence of plastic fines on the critical state mobility of calcareous sands

inferred← citeshttps://doi.org/10.1016/j.geomorph.2023.108960openalex-snapshot

Assessing the influence of non-plastic fines on rainfall-induced landslide initiation and propagation: Flume test findings

inferred← citeshttps://doi.org/10.1016/j.gsf.2018.09.009openalex-snapshot

Cyclic liquefaction screening of sand with non-plastic fines: Critical state approach

inferred← citeshttps://doi.org/10.1016/j.powtec.2019.04.077openalex-snapshot

DEM study of the microscopic characteristics and internal stability of binary mixtures

inferred← citeshttps://doi.org/10.1016/j.sandf.2014.12.017openalex-snapshot

Determination of the transitional fines content of sand-non plastic fines mixtures

inferred← citeshttps://doi.org/10.1016/j.sandf.2016.11.003openalex-snapshot

Influence of non-plastic fines content on maximum shear modulus of granular materials

inferred← citeshttps://doi.org/10.1016/j.sandf.2021.03.003openalex-snapshot

Stress wave transmission and frequency-domain responses of gap-graded cohesionless soils

inferred← citeshttps://doi.org/10.1016/j.sandf.2022.101224openalex-snapshot

Post-erosion mechanical responses of internally unstable gap-graded soil under drained torsional simple shear and triaxial compression

inferred← citeshttps://doi.org/10.1016/j.sandf.2024.101444openalex-snapshot

Liquefaction characteristics of sand-gravel mixtures: Experimental observations and its assessment based on intergranular state concept

inferred← citeshttps://doi.org/10.1016/j.soildyn.2012.09.009openalex-snapshot

Discussion of the paper: Effect of physical parameters on static undrained resistance of sandy soil with low fines content

inferred← citeshttps://doi.org/10.1016/j.soildyn.2014.02.007openalex-snapshot

Predicting onset of cyclic instability of loose sand with fines using instability curves

inferred← citeshttps://doi.org/10.1016/j.soildyn.2014.08.002openalex-snapshot

Evaluation of state indices in predicting the cyclic and monotonic strength of sands with different fines contents

inferred← citeshttps://doi.org/10.1016/j.soildyn.2014.12.002openalex-snapshot

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.2017.03.013openalex-snapshot

Effect of silt on post-cyclic shear strength of sand

inferred← citeshttps://doi.org/10.1016/j.soildyn.2019.05.021openalex-snapshot

Constitutive modeling the undrained behaviors of sands with non-plastic fines under monotonic and cyclic loading

inferred← citeshttps://doi.org/10.1016/j.trgeo.2021.100676openalex-snapshot

Investigation of the static and dynamic characteristics of TDA-subballast mixtures

inferred← citeshttps://doi.org/10.1016/j.trgeo.2023.101043openalex-snapshot

Morphology and fines type effect on packing of binary soils

inferred← citeshttps://doi.org/10.1051/e3sconf/202454410004openalex-snapshot

Small-strain shear stiffness of sand-gravel mixtures

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)gt.1943-5606.0000661openalex-snapshot

Predicting the Onset of Static Liquefaction of Loose Sand with Fines

inferred← citeshttps://doi.org/10.1061/(asce)gt.1943-5606.0001115openalex-snapshot

Undrained Behavior of Sand-Fines Mixtures and Their State Parameter

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.1943-5606.0001981openalex-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.1943-5606.0002263openalex-snapshot

A Binary Packing Material–Based Procedure for Evaluating Soil Liquefaction Triggering during Earthquakes

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.1943-5606.0002899openalex-snapshot

Effect of Soil Particle Size on the Accuracy of Tactile Pressure Sensors

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/ijgnai.gmeng-10588openalex-snapshot

Quartic Polynomial Packing Model for Sand-Fines Mixtures

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/10.1080/1064119x.2019.1569740openalex-snapshot

A numerical investigation of influence of low-plasticity fines in sand on lateral response of piles

inferred← citeshttps://doi.org/10.1080/17486025.2011.616935openalex-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/10.1139/cgj-2022-0009openalex-snapshot

Monotonic and cyclic properties of silty sand and sandy silt for foundation design of offshore windfarms

inferred← citeshttps://doi.org/10.1139/t08-064openalex-snapshot

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

inferred← citeshttps://doi.org/10.1139/t2012-045openalex-snapshot

Linkage between static and cyclic liquefaction of loose sand with a range of fines contents

inferred← citeshttps://doi.org/10.1155/2023/7945709openalex-snapshot

The Effect of the Nonplastic Fines on the Cyclic Resistance of the Saturated Sand-Fines Mixtures

inferred← citeshttps://doi.org/10.1680/geot.14.p.079openalex-snapshot

Modelling the static liquefaction of sand with low-plasticity fines

inferred← citeshttps://doi.org/10.1680/jgeot.19.p.103openalex-snapshot

Equivalent state theory for mixtures of sand with non-plastic fines: a DEM investigation

inferred← citeshttps://doi.org/10.1680/jgeot.23.00199openalex-snapshot

Small-strain shear modulus and liquefaction resistance of calcareous sand with non-plastic fines

inferred← citeshttps://doi.org/10.3390/fractalfract6040205openalex-snapshot

Macro- and Micromechanical Assessment of the Influence of Non-Plastic Fines and Stress Anisotropy on the Dynamic Shear Modulus of Binary Mixtures

inferred← citeshttps://doi.org/10.3390/geotechnics6020047openalex-snapshot

Characterization of Sand–Gravel Mixtures Using Shear Wave Velocity Method and Intergranular State Concept

inferred← citeshttps://doi.org/10.3390/jmse10081040openalex-snapshot

Modeling the Mechanical Behavior of Methane Hydrate-Bearing Sand Using the Equivalent Granular Void Ratio

Editorial review for independent work. ICSAC — the Institute for Complexity Science and Advanced Computing — runs a structured editorial panel for researchers publishing outside journals, and publishes on CiteStamp rails. Submission is free and goes through ORCID: icsacinstitute.org/submit.