Stiffness nonlinearity of three sands

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 126, Issue 10, 2000, Pages 929-938

  Yamashita, Satoshi ^a   Jamiolkowski, Michele ^b   Lo Presti, Diego C F ^b  

^a KITAMI INSTITUTE OF TECHNOLOGY   (Japan)

^b UNIVERSITY OF TURIN   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

COMPRESSION TESTING; CONSOLIDATION; ELASTIC MODULI; LOAD TESTING; SAND; STIFFNESS; STRAIN;

TRIAXIAL COMPRESSION TESTS;

SOIL TESTING;

COMPRESSION; DRAINED TEST; NONLINEARITY; SAND; STIFFNESS; TRIAXIAL TEST;

EID: 0034306085     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2000)126:10(929)     Document Type: Article

References (17)

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7. Anisotropy in elastic deformation of granular materials
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9. Shear moduli of sands under cyclic torsional shear loading
10. Remarks on stiffness at small strains of six Italian clays
11. Stiffness of Toyoura sand at small and intermediate strain
12. The measurement of soil stiffness in the triaxial apparatus
13. Stress-state affecting elastic deformation moduli of geomaterials
14. Stress dependence of sand stiffness
15. A computer-controlled triaxial apparatus: Preliminary results
16. Some recent developments in triaxial testing system for cohesionless soils
17. Stiffness of hard soils and soft rocks in engineering applications