The methods of determination of elastic moduli for particulate materials with special attention to non-cohesive soils are discussed. Various experimental techniques to isolate elastic response of tested materials are described and analysed. Some short-comings are indicated and any inconsistencies with cIassical theory of elasticity are discussed. Attention is focused on the methods that can be applied using conventional laboratory apparatuses. In addition, some models that allow for calculation of elastic moduli are also presented
The elastic constants obtained through conventional destructive (triaxial and resilience) tests can ...
The paper concerns the evaluation of the initial stiffness of selected cohesive soils based on labor...
As known, in a Winkler type of analysis the soil medium underneath the foundation is violently repla...
To calculate the elastic deformations experienced by soils subjected to static or dynamic loads, kno...
In the paper an empirical method of determination of elastic constants of non-cohesive soils on the ...
The elastic behaviour of granular materials is non-linear, in that the small-strain tangent stiffnes...
The elastic behaviour of granular materials is non-linear, in that the small-strain tangent stiffnes...
Article no. 1127The shear modulus and normalized shear modulus degradation curve are the fundamental...
Resilient modulus, shear strength, dielectric permittivity, and shear and compressional wave speed v...
This paper explores the potential of the resilient modulus test to characterize the mechanical respo...
70850726Final report.PDFTech ReportVHTRC 76-R10Modulus of elasticityVirginiaVirginia Transportation ...
The experimental diagrams between stress and strain components for soft soils are non-linear. Nonlin...
The influence of highly repetitive stressing upon the magnitudes of elastic and inelastic strains, t...
AbstractThis paper discusses the resilient behaviour of various materials of high rigidity, high ela...
Stiffness or Young's modulus of a compacted residual soil can be obtained from numerical analyses th...
The elastic constants obtained through conventional destructive (triaxial and resilience) tests can ...
The paper concerns the evaluation of the initial stiffness of selected cohesive soils based on labor...
As known, in a Winkler type of analysis the soil medium underneath the foundation is violently repla...
To calculate the elastic deformations experienced by soils subjected to static or dynamic loads, kno...
In the paper an empirical method of determination of elastic constants of non-cohesive soils on the ...
The elastic behaviour of granular materials is non-linear, in that the small-strain tangent stiffnes...
The elastic behaviour of granular materials is non-linear, in that the small-strain tangent stiffnes...
Article no. 1127The shear modulus and normalized shear modulus degradation curve are the fundamental...
Resilient modulus, shear strength, dielectric permittivity, and shear and compressional wave speed v...
This paper explores the potential of the resilient modulus test to characterize the mechanical respo...
70850726Final report.PDFTech ReportVHTRC 76-R10Modulus of elasticityVirginiaVirginia Transportation ...
The experimental diagrams between stress and strain components for soft soils are non-linear. Nonlin...
The influence of highly repetitive stressing upon the magnitudes of elastic and inelastic strains, t...
AbstractThis paper discusses the resilient behaviour of various materials of high rigidity, high ela...
Stiffness or Young's modulus of a compacted residual soil can be obtained from numerical analyses th...
The elastic constants obtained through conventional destructive (triaxial and resilience) tests can ...
The paper concerns the evaluation of the initial stiffness of selected cohesive soils based on labor...
As known, in a Winkler type of analysis the soil medium underneath the foundation is violently repla...