Strength characteristics of class F fly ash modified with lime and gypsum

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 133, Issue 7, 2007, Pages 757-766

  Ghosh, Ambarish ^a   Subbarao, Chillara ^b  

^a INDIAN INSTITUTE OF ENGINEERING SCIENCE AND TECHNOLOGY   (India)

^b INDIAN INSTITUTE OF TECHNOLOGY   (India)

Author keywords

Fly ash; Gypsum; Lime; Shear strength; Soil stabilization

Indexed keywords

COMPRESSION TESTING; COMPRESSIVE STRENGTH; CURING; GYPSUM; LIME; PORE PRESSURE; PRESSURE MEASUREMENT; SHEAR STRENGTH;

MODIFIED FLY ASH; PORE-PRESSURE MEASUREMENTS; UNCONFINED COMPRESSION TESTS; UNCONFINED COMPRESSIVE STRENGTH;

FLY ASH;

COMPRESSION; COMPRESSIVE STRENGTH; FLY ASH; GYPSUM; LIME; OVERCONSOLIDATION; PORE PRESSURE; SHEAR STRENGTH; SOIL STABILIZATION; TRIAXIAL TEST;

CIVIL ENGINEERING; COMPRESSIVE PROPERTY; CURING; FAILURE ANALYSIS; FLY; SHEAR PROPERTY; SOIL BURIAL TEST; STRENGTH; STRESS; TESTING;

EID: 34347343951     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2007)133:7(757)     Document Type: Article

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