The behaviour of an artificially cemented sandy gravel

Geotechnical and Geological Engineering

Volumn 23, Issue 5, 2005, Pages 537-560

  Haeri, S Mohsen ^a   Hosseini, S Mahdi ^a   Toll, David G ^b   Yasrebi, S Shahaboddin ^c  

^a SHARIF UNIVERSITY OF TECHNOLOGY   (Iran)

^b DURHAM UNIVERSITY   (United Kingdom)

^c TARBIAT MODARES UNIVERSITY   (Iran)

Author keywords

Artificial cement; Cemented soil; Limiting stress ratio; Pore water pressure; Sandy gravel; Shear strength; Stress path

Indexed keywords

COMPRESSIVE STRENGTH; PORE PRESSURE; PORTLAND CEMENT; SAND; SHEAR STRESS; SOILS;

CARBONACEOUS MATERIALS; COARSE-GRAINED ALLUVIUM; SANDY GRAVEL; STRESS RATIO;

GRAVEL;

GEOTECHNICAL ENGINEERING;

EID: 19544371889     PISSN: 09603182     EISSN: None     Source Type: Journal    
DOI: 10.1007/s10706-004-5110-7     Document Type: Article

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