MEASURING ANISOTROPIC ELASTIC PROPERTIES OF SAND USING A LARGE TRIAXIAL SPECIMEN

Citation
E. Hoque et al., MEASURING ANISOTROPIC ELASTIC PROPERTIES OF SAND USING A LARGE TRIAXIAL SPECIMEN, ASTM geotechnical testing journal, 19(4), 1996, pp. 411-420
Citations number
17
Categorie Soggetti
Engineering, Civil","Geosciences, Interdisciplinary
Journal title
ASTM geotechnical testing journal
ISSN journal
01496115 → ACNP
Volume
19
Issue
4
Year of publication
1996
Pages
411 - 420
Database
ISI
SICI code
0149-6115(1996)19:4<411:MAEPOS>2.0.ZU;2-9
Abstract
An advanced automated triaxial testing system developed to characteriz e elastic behavior of soils is described. Small axial and lateral stra ins of a large rectangular prismatic specimen were measured locally at various stress states along a specified stress path, which was achiev ed by automatically controlling axial load and confining pressure. Ela stic deformation was measured by applying very small cycles of axial o r lateral stress at each given neutral stress state. Typical test data for air-dried sand are presented. It is observed that the elastic You ng's modulus is a rather unique function of the normal stress in the d irection of the major principal strain increment, and therefore elasti c deformation characteristics of sand become anisotropic under anisotr opic stress conditions.