Triaxial behaviour of a cemented gravely sand, Tehran alluvium

Geotechnical and Geological Engineering

Volumn 21, Issue 1, 2003, Pages 1-28

  Asghari, E ^a   Toll, D G ^b   Haeri, S M ^c  

^a TARBIAT MODARES UNIVERSITY   (Iran)

^b DURHAM UNIVERSITY   (United Kingdom)

^c SHARIF UNIVERSITY OF TECHNOLOGY   (Iran)

Author keywords

Cemented soil; Gravely sand; Lime; Shear strength; Tehran alluvium

Indexed keywords

GEOLOGY; HYDRATED LIME; SAND; SOILS;

CARBONACEOUS MATERIALS;

GEOTECHNICAL ENGINEERING;

GRAVEL; LIME; SAND; SHEAR STRENGTH; SOIL; STRESS-STRAIN RELATIONSHIP; TRIAXIAL TEST;

IRAN;

EID: 0038303212     PISSN: 09603182     EISSN: None     Source Type: Journal    
DOI: 10.1023/A:1022934624666     Document Type: Article

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