1999
DOI: 10.1002/(sici)1096-9853(199909)23:11<1075::aid-nag24>3.0.co;2-s
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Micromechanics model for elastic stiffness of non-spherical granular assembly

Abstract: SUMMARYThis paper presents a micromechanics model for the elastic sti!ness of a non-spherical granular assembly. The microstructural continuum model of ideal spherical assembly is extended for non-ideal assembly. The presented work takes the e!ects of gradation, shape, and preferred orientation into account by introducing a directional distribution function of branch-vector length. The microstructure of a granular assembly is described by the distributions of packing structure, branch-vector length, and partic… Show more

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Cited by 11 publications
(5 citation statements)
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References 29 publications
(15 reference statements)
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“…Inherent anisotropy in granular materials exists even before the pavement is subjected to traffic due to the effects of compaction and gravity [6]. Stresses due to construction operations and traffic are anisotropic and new particle contacts are formed due to breakage and slippage of particles, which induces further anisotropy [6].…”
Section: Anisotropic Behavior Of Granular Materialsmentioning
confidence: 99%
See 1 more Smart Citation
“…Inherent anisotropy in granular materials exists even before the pavement is subjected to traffic due to the effects of compaction and gravity [6]. Stresses due to construction operations and traffic are anisotropic and new particle contacts are formed due to breakage and slippage of particles, which induces further anisotropy [6].…”
Section: Anisotropic Behavior Of Granular Materialsmentioning
confidence: 99%
“…Stresses due to construction operations and traffic are anisotropic and new particle contacts are formed due to breakage and slippage of particles, which induces further anisotropy [6]. To more accurately investigate the effect of stress-dependency of granular materials on pavement response and surface deflection predictions, researchers developed a method to fully characterize the stress-sensitive and cross-anisotropic properties of unbound aggregate bases, which are resilient moduli in the vertical and radial directions, Ey and Ex; shear modulus in vertical direction, Gxy; Poisson's ratio for strain in the vertical direction due to a horizontal direct stress, υxy; and Poisson's ratio for strain in any horizontal direction due to a horizontal direct stress, υxx [2,4].…”
Section: Anisotropic Behavior Of Granular Materialsmentioning
confidence: 99%
“…This change gives rise to an orthotropic stress-dependent stiffness and two stress-dependent Poisson's ratios at least one of which commonly rises above 0.5. The five properties (three moduli and two Poisson's ratios) can be related to particle shape and gradation (1). The laboratory testing needed to determine the dependence of the stiffnesses and Poisson's ratios on the stress state requires simple but precise and accurate loading and displacement measurements.…”
Section: Base Course Stiffness and Poisson's Ratiosmentioning
confidence: 99%
“…In order to enhance the theoretical description of the behavior of real or natural materials, more realistic particle shape should be considered. Dong and Pan (1999) and Emeriault (1997) have presented the first developments of a theoretical derivation of the global mechanical characteristics of granular materials assuming an elliptical shape of the particles. The proposed analyses fail to compare with experimental (Aloufi and Santamarina, 1995) or numerical results Bathurst, 1991, 1992) because the statistical description of the contact fabric is strongly influenced by the particle aspect ratio and the sample creation procedure (and the corresponding initial fabric).…”
Section: Introductionmentioning
confidence: 99%