Accession Number : ADA191927
Title : Micromechanical Modeling of Granular Soil at Small Strain by Arrays of Elastic Spheres.
Descriptive Note : Interim rept. 6 May 86-5 May 87,
Corporate Author : RENSSELAER POLYTECHNIC INST TROY NY DEPT OF CIVIL ENGINEERING
Personal Author(s) : Petrakis, Emmanuel ; Dobry, Ricardo
PDF Url : ADA191927
Report Date : 28 Sep 1987
Pagination or Media Count : 300
Abstract : The need for a micromechanical approach to modeling the stress-strain response of granular soil is discussed and justified. This work focuses on the small shear strain behavior, and investigates the validity of modeling analytically uniform, rounded-grained quartz and by arrays of identical elastic, rough, quartz spheres. As a first step, the stress-strain properties of six regular arrays of spheres are studied in some detail, with focus on isotropic and biaxial boundary loading. Keywords: Particular mechanics; Regular arrays of spheres; Self consistent method; Stress-strain relationships; Isotropy, Transverse isotropy; Small strains; Threshold strain/P-waves; Shear modulus.
Descriptors : *SPHERES, *STRESS STRAIN RELATIONS, *SOILS, ARRAYS, BEHAVIOR, BIAXIAL STRESSES, BOUNDARIES, CONSISTENCY, ELASTIC PROPERTIES, MODELS, QUARTZ, RESPONSE, SHEAR STRENGTH, STRAIN(MECHANICS), VALIDATION
Subject Categories : Soil Mechanics
Distribution Statement : APPROVED FOR PUBLIC RELEASE