On the public citation graph

Quantifying Elasticity Deviation in the Quasi-Elastic Domain of Granular Soils

https://doi.org/10.2139/ssrn.4778896
0 signed · 46 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 See whether every reference in this work resolves to a known work and none has been retracted — and get a dated CiteStamped badge you can embed.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/10.1002/nag.1610030305openalex-extracted
A constitutive model for sand in triaxial compression
inferredcites →https://doi.org/10.1007/bf02694028openalex-extracted
The incremental response of soils. An investigation using a discrete-element model
inferredcites →https://doi.org/10.1007/s10035-004-0186-6openalex-extracted
Shakedown of unbound granular material
inferredcites →https://doi.org/10.1007/s10035-005-0219-9openalex-extracted
Seismo-hypoplasticity with a granular temperature
inferredcites →https://doi.org/10.1007/s10035-013-0390-3openalex-extracted
A discrete element analysis of elastic properties of granular materials
inferredcites →https://doi.org/10.1007/s10035-013-0407-yopenalex-extracted
DEM simulations of the small strain stiffness of granular soils: effect of stress ratio
inferredcites →https://doi.org/10.1016/j.compgeo.2005.05.001openalex-extracted
A novel discrete model for granular material incorporating rolling resistance
inferredcites →https://doi.org/10.1016/j.compgeo.2008.02.003openalex-extracted
Numerical simulation of drained triaxial test using 3D discrete element modeling
inferredcites →https://doi.org/10.1016/j.compgeo.2009.02.001openalex-extracted
Discrete element modelling of a granular platform supported by piles in soft soil – Validation on a small scale model test and comparison to a numerical analysis in a continuum
inferredcites →https://doi.org/10.1016/j.compgeo.2010.11.003openalex-extracted
Face stability analysis of shallow shield tunnels in dry sandy ground using the discrete element method
inferredcites →https://doi.org/10.1016/j.compgeo.2014.07.015openalex-extracted
Discrete modeling of strain accumulation in granular soils under low amplitude cyclic loading
inferredcites →https://doi.org/10.1016/j.compgeo.2015.06.006openalex-extracted
Discrete element modelling of lateral displacement of a granular assembly under cyclic loading
inferredcites →https://doi.org/10.1016/j.compgeo.2017.07.016openalex-extracted
Discrete element modeling of crushable sands considering realistic particle shape effect
inferredcites →https://doi.org/10.1016/j.compgeo.2017.07.017openalex-extracted
Determination of microscopic parameters of quartz sand through tri-axial test using the discrete element method
inferredcites →https://doi.org/10.1016/j.gete.2023.100457openalex-extracted
Stress-state dependency of the strain ratio of quasi-elastic granular soils under cyclic loading
inferredcites →https://doi.org/10.1016/j.ijmecsci.2004.12.016openalex-extracted
Elastic/plastic models for soils and sands
inferredcites →https://doi.org/10.1016/j.jrmge.2018.03.009openalex-extracted
Influence of particle contact models on soil response of poorly graded sand during cavity expansion in discrete element simulation
inferredcites →https://doi.org/10.1016/j.jterra.2008.12.004openalex-extracted
Calibration of granular material parameters for DEM modelling and numerical verification by blade–granular material interaction
inferredcites →https://doi.org/10.1016/j.partic.2008.07.015openalex-extracted
Micromechanical investigation of granular ratcheting using a discrete model of polygonal particles
inferredcites →https://doi.org/10.1016/j.powtec.2011.05.017openalex-extracted
Investigation into calibration of discrete element model parameters for scale-up and validation of particle–structure interactions under impact conditions
inferredcites →https://doi.org/10.1016/j.powtec.2011.10.057openalex-extracted
Rolling friction as a technique for modelling particle shape in DEM
inferredcites →https://doi.org/10.1016/j.sandf.2013.08.011openalex-extracted
Laboratory measurements of small strain properties of dry sands by bender element
inferredcites →https://doi.org/10.1016/j.soildyn.2007.01.005openalex-extracted
Stiffness degradation of natural fine grained soils during cyclic loading
inferredcites →https://doi.org/10.1016/j.trgeo.2022.100746openalex-extracted
Role of elastic upper limit in shakedown study for granular soils
inferredcites →https://doi.org/10.1016/j.triboint.2017.09.014openalex-extracted
Grain-scale mechanics of quartz sand under normal and tangential loading
inferredcites →https://doi.org/10.1016/s0032-5910(97)03354-8openalex-extracted
Elastic moduli of non-cohesive particulate materials
inferredcites →https://doi.org/10.1016/s0032-5910(99)00236-3openalex-extracted
Micro-deformation mechanism of shear banding process based on modified distinct element method
inferredcites →https://doi.org/10.1061/(asce)0733-9399(1998)124:3(285)openalex-extracted
Rolling Resistance at Contacts in Simulation of Shear Band Development by DEM
inferredcites →https://doi.org/10.1061/(asce)0733-9410(1996)122:8(641)openalex-extracted
Elastic Properties of Soils
inferredcites →https://doi.org/10.1061/(asce)0733-947x(2000)126:1(76)openalex-extracted
State of the Art. II: Permanent Strain Response of Unbound Aggregates
inferredcites →https://doi.org/10.1061/(asce)gm.1943-5622.0000055openalex-extracted
Experimental and Numerical Study of Railway Ballast Behavior under Cyclic Loading
inferredcites →https://doi.org/10.1090/qam/48291openalex-extracted
Soil mechanics and plastic analysis or limit design
inferredcites →https://doi.org/10.1103/physreve.76.061304openalex-extracted
Internal states of model isotropic granular packings. III. Elastic properties
inferredcites →https://doi.org/10.1103/physrevlett.92.054301openalex-extracted
Ratcheting of Granular Materials
inferredcites →https://doi.org/10.1209/0295-5075/81/34006openalex-extracted
Characterizing the shear and bulk moduli of an idealized granular material
inferredcites →https://doi.org/10.1520/gtj20150171openalex-extracted
Unloading Elastic Behavior of Sand in Cyclic Triaxial Tests
inferredcites →https://doi.org/10.1680/gein.9.0212openalex-extracted
Theoretical Versus Experimental Modeling of the Anchorage Capacity of Geotextiles in Trenches
inferredcites →https://doi.org/10.1680/geot.13.p.218openalex-extracted
An approach to enhance efficiency of DEM modelling of soils with crushable grains
inferredcites →https://doi.org/10.1680/geot.1979.29.1.47openalex-extracted
A discrete numerical model for granular assemblies
inferredcites →https://doi.org/10.1680/geot.1997.47.3.491openalex-extracted
Yielding and pre-failure deformation of structured sands
inferredcites →https://doi.org/10.1680/geot.2004.54.7.429openalex-extracted
Effects of stress ratio on small-strain stiffness during triaxial shearing
inferredcites →https://doi.org/10.1680/geot.7.00042openalex-extracted
Experimental measurements of the global anisotropic elastic behaviour of dry Hostun sand during triaxial tests, and effect of sample preparation
inferredcites →https://doi.org/10.1680/geot.9.p.067openalex-extracted
Cone penetration tests in a virtual calibration chamber
inferredcites →https://doi.org/10.3208/sandf.39.4_131openalex-extracted
Effect of Soil Plasticity on Damping Ratio at Small Cyclic Strains
inferredcites →https://doi.org/10.3208/sandf1972.29.45openalex-extracted
Experimental Stress-Dilatancy Relations of Sand Subjected to Cyclic Loading
inferredcites →https://doi.org/10.48550/arxiv.cond-mat/0403065openalex-extracted
Investigation of the incremental response of soils using a discrete element model
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.