Interpretation of the limits in shear strength in binary granular mixtures

Canadian Geotechnical Journal

Volumn 38, Issue 5, 2001, Pages 1097-1104

  Vallejo, L E ^a  

^a UNIVERSITY OF PITTSBURGH   (United States)

Author keywords

Compaction; Fabric; Granular mixtures; Porosity; Shear strength

Indexed keywords

BINARY MIXTURES; FRICTION; GLASS; POROSITY; ROCKS; SHEAR STRENGTH;

BINARY GRANULAR MIXTURES;

GRANULAR MATERIALS;

COMPACTION; GRANULAR MEDIUM; POROSITY; SHEAR STRENGTH; SLOPE STABILITY;

EID: 0034739943     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/cgj-38-5-1097     Document Type: Article

References (13)

1. Broadening the specifications of granular fills
2. Shear characteristics of soil-gravel mixtures
3. Effects of oversize particles on the density of clean granular soils
4. Modeling strength of sandy gravel
5. Triaxial shear tests on previous gravelly soils
6. The significance of particle shape and size on the mechanical behaviour of granular materials
7. Mechanical properties of rockfill-soil mixtures
8. Voidage variations at the wall of a packed bed of spheres
9. Rock fragments in top soils: Significance and processes
10. Effect of shape, size and surface roughness of aggregate particles on the shear strength of granular materials
11. How the strength of gravelly soils depend on the type of state of the sand filling the pores