Role of elastic upper limit in shakedown study for granular soils

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a Specimen in DEM simulator, b particle size distribution curve of

Cumulative permanent strain rate versus cumulative permanent

Theoretical behaviour of unbound materials under repeated cyclic

Mechanism study of the evolution of quasi-elasticity of granular

Role of elastic upper limit in shakedown study for granular soils

Stress-state dependency of the strain ratio of quasi-elastic

Pure elastic stiffness of sand represented by response envelopes

PDF) Characterisation of Permanent Deformation of Silty Sand

Theoretical behaviour of unbound materials under repeated cyclic

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